Thundering Waters Technical Appendix...Queues Thundering Waters Secondary Plan 101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Existing Summer Timing Plan: AM Peak Hour Synchro 9 Report

Thundering Waters Transportation Master Plan

Technical Appendix Paradigm Transportation Solutions Limited

July 2016

Thundering Waters Transportation Master Plan | 151385 | July 2016

Paradigm Transportation Solutions Limited | Appendices

Contents

Appendix A Terms of Reference

Appendix B Public and Agency Involvement

Appendix C Existing Traffic Operations Reports

Appendix D Existing Traffic Operations with Improvements Reports

Appendix E Internal Capture Calculation

Appendix F Future Background Traffic Operations Reports

Appendix G Future Total Traffic Operations Reports

Appendix H Future Total Traffic Operations with Improvements Reports

Appendix I Future Total Traffic Operations with OPG Canal Crossing Reports

Appendix J Future Total Traffic Operations with Welland River Crossing Reports

Appendix K Future Total Traffic Operations with OPG Canal Crossing and Improvements Reports

Appendix L Future Total Traffic Operations with Welland River Crossing and Improvements Reports

Appendix M Future Total Traffic Operations with Roundabouts on Stanley Avenue Reports



Appendix A

Terms of Reference

Transportation Study AreaFigure 1Thundering Waters Secondary Plan Transportation Study

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Appendix B

Public and Agency Involvement



Appendix C

Existing Traffic Operations Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Existing Summer

Timing Plan: AM Peak Hour Synchro 9 ReportPTSL Page 1

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 81 520 15 25 418 183 16 44 58 150 40 70Future Volume (vph) 81 520 15 25 418 183 16 44 58 150 40 70Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 1 1 0 1 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.99Frt 0.850 0.954 0.850 0.904Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1525 3197 1390 1484 3006 0 1471 1606 1250 1614 1437 0Flt Permitted 0.404 0.278 0.681 0.726Satd. Flow (perm) 647 3197 1390 434 3006 0 1055 1606 1250 1233 1437 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 77 120 77 76Link Speed (k/h) 50 50 50 50Link Distance (m) 424.1 131.9 130.0 140.6Travel Time (s) 30.5 9.5 9.4 10.1Confl. Peds. (#/hr) 4 4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Adj. Flow (vph) 88 565 16 27 454 199 17 48 63 163 43 76Shared Lane Traffic (%)Lane Group Flow (vph) 88 565 16 27 653 0 17 48 63 163 119 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 16.6 16.6 16.6 25.8 25.8 15.0 15.0 15.0 15.0 15.0Actuated g/C Ratio 0.34 0.34 0.34 0.53 0.53 0.31 0.31 0.31 0.31 0.31v/c Ratio 0.40 0.52 0.03 0.08 0.40 0.05 0.10 0.14 0.43 0.24Control Delay 19.4 15.2 0.1 6.8 6.6 13.8 13.8 4.3 18.7 8.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.4 15.2 0.1 6.8 6.6 13.8 13.8 4.3 18.7 8.1LOS B B A A A B B A B AApproach Delay 15.4 6.6 9.1 14.2Approach LOS B A A BQueue Length 50th (m) 5.6 19.7 0.0 1.0 11.8 1.0 2.9 0.0 11.1 2.6Queue Length 95th (m) 18.8 39.0 0.0 4.6 27.7 5.1 10.3 5.8 29.9 13.6Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 476 2354 1044 415 2869 733 1115 891 856 1021Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.18 0.24 0.02 0.07 0.23 0.02 0.04 0.07 0.19 0.12

Intersection SummaryArea Type: OtherCycle Length: 89.1Actuated Cycle Length: 49Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.52Intersection Signal Delay: 11.4 Intersection LOS: BIntersection Capacity Utilization 54.1% ICU Level of Service AAnalysis Period (min) 15



Splits and Phases: 101: Montrose Rd (RR 98) & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 88 565 16 27 653 17 48 63 163 119v/c Ratio 0.40 0.52 0.03 0.08 0.40 0.05 0.10 0.14 0.43 0.24Control Delay 19.4 15.2 0.1 6.8 6.6 13.8 13.8 4.3 18.7 8.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.4 15.2 0.1 6.8 6.6 13.8 13.8 4.3 18.7 8.1Queue Length 50th (m) 5.6 19.7 0.0 1.0 11.8 1.0 2.9 0.0 11.1 2.6Queue Length 95th (m) 18.8 39.0 0.0 4.6 27.7 5.1 10.3 5.8 29.9 13.6Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 476 2354 1044 415 2869 733 1115 891 856 1021Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.18 0.24 0.02 0.07 0.23 0.02 0.04 0.07 0.19 0.12

Intersection Summary

HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 81 520 15 25 418 183 16 44 58 150 40 70Future Volume (vph) 81 520 15 25 418 183 16 44 58 150 40 70Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1523 3197 1390 1484 3010 1471 1606 1250 1614 1437Flt Permitted 0.40 1.00 1.00 0.28 1.00 0.68 1.00 1.00 0.73 1.00Satd. Flow (perm) 647 3197 1390 435 3010 1054 1606 1250 1233 1437Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 88 565 16 27 454 199 17 48 63 163 43 76RTOR Reduction (vph) 0 0 11 0 56 0 0 0 44 0 53 0Lane Group Flow (vph) 88 565 5 27 597 0 17 48 19 163 66 0Confl. Peds. (#/hr) 4 4Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 14.3 14.3 14.3 23.5 23.5 12.6 12.6 12.6 12.6 12.6Effective Green, g (s) 16.6 16.6 16.6 22.5 25.8 14.9 14.9 14.9 14.9 14.9Actuated g/C Ratio 0.34 0.34 0.34 0.46 0.53 0.31 0.31 0.31 0.31 0.31Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 220 1089 473 312 1594 322 491 382 377 439v/s Ratio Prot c0.18 0.01 c0.20 0.03 0.05v/s Ratio Perm 0.14 0.00 0.03 0.02 0.02 c0.13v/c Ratio 0.40 0.52 0.01 0.09 0.37 0.05 0.10 0.05 0.43 0.15Uniform Delay, d1 12.2 12.9 10.6 7.6 6.7 11.9 12.1 11.9 13.5 12.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.3 0.0 0.1 0.1 0.0 0.1 0.0 0.6 0.1Delay (s) 13.1 13.2 10.6 7.7 6.8 12.0 12.2 12.0 14.1 12.4Level of Service B B B A A B B B B BApproach Delay (s) 13.1 6.9 12.0 13.4Approach LOS B A B B

Intersection SummaryHCM 2000 Control Delay 10.7 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 48.7 Sum of lost time (s) 12.0Intersection Capacity Utilization 54.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 694 1 53 461 0 0 0 0 241 88 206Future Volume (vph) 0 694 1 53 461 0 0 0 0 241 88 206Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 1.00 1.00 1.00 1.00 0.99Frt 0.850Flt Protected 0.950 0.950 0.977Satd. Flow (prot) 0 4638 0 1662 3197 0 0 0 0 1519 1523 1430Flt Permitted 0.231 0.950 0.977Satd. Flow (perm) 0 4638 0 404 3197 0 0 0 0 1515 1521 1412Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 224Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 2 2 3 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Adj. Flow (vph) 0 754 1 58 501 0 0 0 0 262 96 224Shared Lane Traffic (%) 33%Lane Group Flow (vph) 0 755 0 58 501 0 0 0 0 176 182 224Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 2 1 2 1Detector Template Thru Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 16.5 27.7 27.7 15.1 15.1 15.1Actuated g/C Ratio 0.32 0.54 0.54 0.30 0.30 0.30v/c Ratio 0.50 0.15 0.29 0.39 0.40 0.39Control Delay 15.4 7.1 7.2 17.9 18.0 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 7.1 7.2 17.9 18.0 4.8LOS B A A B B AApproach Delay 15.4 7.2 12.9Approach LOS B A BQueue Length 50th (m) 19.6 2.1 10.9 13.6 14.2 0.0Queue Length 95th (m) 35.2 7.9 24.7 32.0 33.0 12.8Internal Link Dist (m) 110.1 0.1 40.2 64.8Turn Bay Length (m)Base Capacity (vph) 2988 433 2840 982 985 994Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.25 0.13 0.18 0.18 0.18 0.23

Intersection SummaryArea Type: OtherCycle Length: 85.3Actuated Cycle Length: 51Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.50Intersection Signal Delay: 12.2 Intersection LOS: BIntersection Capacity Utilization 42.2% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Lane Group EBT WBL WBT SBL SBT SBRLane Group Flow (vph) 755 58 501 176 182 224v/c Ratio 0.50 0.15 0.29 0.39 0.40 0.39Control Delay 15.4 7.1 7.2 17.9 18.0 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 7.1 7.2 17.9 18.0 4.8Queue Length 50th (m) 19.6 2.1 10.9 13.6 14.2 0.0Queue Length 95th (m) 35.2 7.9 24.7 32.0 33.0 12.8Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m)Base Capacity (vph) 2988 433 2840 982 985 994Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.25 0.13 0.18 0.18 0.18 0.23


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 694 1 53 461 0 0 0 0 241 88 206Future Volume (vph) 0 694 1 53 461 0 0 0 0 241 88 206Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.95 0.95 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 0.98 1.00Satd. Flow (prot) 4638 1662 3197 1516 1522 1412Flt Permitted 1.00 0.23 1.00 0.95 0.98 1.00Satd. Flow (perm) 4638 405 3197 1516 1522 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 754 1 58 501 0 0 0 0 262 96 224RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 157Lane Group Flow (vph) 0 755 0 58 501 0 0 0 0 176 182 67Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6Actuated Green, G (s) 14.3 25.4 25.4 12.8 12.8 12.8Effective Green, g (s) 16.6 24.4 27.7 15.1 15.1 15.1Actuated g/C Ratio 0.33 0.48 0.55 0.30 0.30 0.30Clearance Time (s) 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1515 370 1743 450 452 419v/s Ratio Prot c0.16 0.02 c0.16v/s Ratio Perm 0.05 0.12 0.12 0.05v/c Ratio 0.50 0.16 0.29 0.39 0.40 0.16Uniform Delay, d1 13.8 7.5 6.2 14.2 14.2 13.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.2 0.1 0.6 0.6 0.2Delay (s) 14.0 7.7 6.3 14.8 14.8 13.3Level of Service B A A B B BApproach Delay (s) 14.0 6.5 0.0 14.2Approach LOS B A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 736 0 0 483 46 95Future Volume (vph) 736 0 0 483 46 95Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99 0.98Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3260 0 0 3167 3162 1430Flt Permitted 0.950Satd. Flow (perm) 3260 0 0 3167 3144 1398Right Turn on Red Yes YesSatd. Flow (RTOR) 103Link Speed (k/h) 50 50 50Link Distance (m) 72.6 48.7 79.4Travel Time (s) 5.2 3.5 5.7Confl. Peds. (#/hr) 4 13Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 0% 0% 5% 2% 4%Adj. Flow (vph) 800 0 0 525 50 103Shared Lane Traffic (%)Lane Group Flow (vph) 800 0 0 525 50 103Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2



Lane Group EBT EBR WBL WBT NBL NBRDetector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 16.9 16.9 12.4 12.4Actuated g/C Ratio 0.45 0.45 0.33 0.33v/c Ratio 0.54 0.37 0.05 0.19Control Delay 8.8 7.3 10.0 4.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 8.8 7.3 10.0 4.4LOS A A B AApproach Delay 8.8 7.3 6.2Approach LOS A A AQueue Length 50th (m) 17.8 10.5 1.0 0.0Queue Length 95th (m) 28.0 17.4 4.0 7.6Internal Link Dist (m) 48.6 24.7 55.4Turn Bay Length (m)Base Capacity (vph) 2722 2644 1788 835Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.29 0.20 0.03 0.12

Intersection SummaryArea Type: OtherCycle Length: 60Actuated Cycle Length: 37.4Natural Cycle: 60Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.54Intersection Signal Delay: 8.0 Intersection LOS: AIntersection Capacity Utilization 36.2% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 103: QEW WB Off-Ramp & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Lane Group EBT WBT NBL NBRLane Group Flow (vph) 800 525 50 103v/c Ratio 0.54 0.37 0.05 0.19Control Delay 8.8 7.3 10.0 4.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 8.8 7.3 10.0 4.4Queue Length 50th (m) 17.8 10.5 1.0 0.0Queue Length 95th (m) 28.0 17.4 4.0 7.6Internal Link Dist (m) 48.6 24.7 55.4Turn Bay Length (m)Base Capacity (vph) 2722 2644 1788 835Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.29 0.20 0.03 0.12


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Existing Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 736 0 0 483 46 95Future Volume (vph) 736 0 0 483 46 95Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 0.97 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3260 3167 3162 1397Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3260 3167 3162 1397Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 800 0 0 525 50 103RTOR Reduction (vph) 0 0 0 0 0 69Lane Group Flow (vph) 800 0 0 525 50 34Confl. Peds. (#/hr) 4 13Heavy Vehicles (%) 2% 0% 0% 5% 2% 4%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 14.6 14.6 10.1 10.1Effective Green, g (s) 16.9 16.9 12.4 12.4Actuated g/C Ratio 0.45 0.45 0.33 0.33Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1477 1434 1051 464v/s Ratio Prot c0.25 0.17 0.02v/s Ratio Perm c0.02v/c Ratio 0.54 0.37 0.05 0.07Uniform Delay, d1 7.4 6.7 8.4 8.5Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.2 0.0 0.1Delay (s) 7.8 6.8 8.5 8.6Level of Service A A A AApproach Delay (s) 7.8 6.8 8.5Approach LOS A A A

Intersection SummaryHCM 2000 Control Delay 7.5 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.34Actuated Cycle Length (s) 37.3 Sum of lost time (s) 8.0Intersection Capacity Utilization 36.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Future Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 15.0 0.0Storage Lanes 1 1 1 0 1 1 1 0Taper Length (m) 40.0 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.98 1.00 0.98 0.99Frt 0.850 0.994 0.850 0.863Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1630 3260 1458 1630 3240 0 1630 1716 1458 1630 1481 0Flt Permitted 0.414 0.266 0.742 0.756Satd. Flow (perm) 710 3260 1435 456 3240 0 1273 1716 1424 1281 1481 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 228 7 86 21Link Speed (k/h) 50 50 50 50Link Distance (m) 92.8 615.8 309.8 194.6Travel Time (s) 6.7 44.3 22.3 14.0Confl. Peds. (#/hr) 5 5 12 12Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 62 604 237 125 604 23 95 3 86 14 2 21Shared Lane Traffic (%)Lane Group Flow (vph) 62 604 237 125 627 0 95 3 86 14 23 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NA



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 32.0 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.5 48.5 32.0 32.0 32.0 32.0 32.0Total Split (%) 44.7% 44.7% 44.7% 15.5% 60.2% 39.8% 39.8% 39.8% 39.8% 39.8%Maximum Green (s) 29.7 29.7 29.7 9.5 42.2 25.7 25.7 25.7 25.7 25.7Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 16.4 16.4 16.4 26.3 26.3 11.8 11.8 11.8 11.8 11.8Actuated g/C Ratio 0.35 0.35 0.35 0.57 0.57 0.25 0.25 0.25 0.25 0.25v/c Ratio 0.25 0.52 0.36 0.31 0.34 0.29 0.01 0.20 0.04 0.06Control Delay 14.1 13.9 4.1 6.9 5.9 18.1 15.0 6.0 15.2 8.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 14.1 13.9 4.1 6.9 5.9 18.1 15.0 6.0 15.2 8.7LOS B B A A A B B A B AApproach Delay 11.4 6.1 12.4 11.2Approach LOS B A B BQueue Length 50th (m) 3.4 19.3 0.5 3.8 11.4 6.3 0.2 0.0 0.9 0.1Queue Length 95th (m) 12.2 38.2 12.1 11.2 23.8 19.3 1.9 8.7 4.8 4.8Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 15.0Base Capacity (vph) 500 2296 1078 478 3029 784 1057 910 789 920Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.12 0.26 0.22 0.26 0.21 0.12 0.00 0.09 0.02 0.03

Intersection SummaryArea Type: OtherCycle Length: 80.5Actuated Cycle Length: 46.3Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.52Intersection Signal Delay: 9.3 Intersection LOS: AIntersection Capacity Utilization 50.3% ICU Level of Service AAnalysis Period (min) 15



Splits and Phases: 104: Oakwood Dr & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Future Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 3260 1437 1630 3242 1630 1716 1431 1619 1481Flt Permitted 0.41 1.00 1.00 0.27 1.00 0.74 1.00 1.00 0.76 1.00Satd. Flow (perm) 710 3260 1437 456 3242 1274 1716 1431 1288 1481Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 62 604 237 125 604 23 95 3 86 14 2 21RTOR Reduction (vph) 0 0 147 0 3 0 0 0 64 0 16 0Lane Group Flow (vph) 62 604 90 125 624 0 95 3 22 14 7 0Confl. Peds. (#/hr) 5 5 12 12Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 14.1 14.1 14.1 24.0 24.0 9.5 9.5 9.5 9.5 9.5Effective Green, g (s) 16.4 16.4 16.4 23.0 26.3 11.8 11.8 11.8 11.8 11.8Actuated g/C Ratio 0.36 0.36 0.36 0.50 0.57 0.26 0.26 0.26 0.26 0.26Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 252 1159 511 377 1849 326 439 366 329 379v/s Ratio Prot c0.19 0.04 c0.19 0.00 0.00v/s Ratio Perm 0.09 0.06 0.12 c0.07 0.02 0.01v/c Ratio 0.25 0.52 0.18 0.33 0.34 0.29 0.01 0.06 0.04 0.02Uniform Delay, d1 10.5 11.7 10.2 6.8 5.3 13.8 12.8 13.0 12.9 12.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.3 0.1 0.4 0.1 0.4 0.0 0.1 0.0 0.0Delay (s) 10.9 12.1 10.3 7.2 5.3 14.2 12.8 13.0 12.9 12.8Level of Service B B B A A B B B B BApproach Delay (s) 11.5 5.6 13.6 12.9Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Future Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.99 1.00 1.00 0.99 0.99 1.00Frt 0.985 0.983 0.928 0.900Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1525 3032 0 1599 3008 0 1630 1536 0 1630 1510 0Flt Permitted 0.268 0.468 0.393 0.660Satd. Flow (perm) 426 3032 0 784 3008 0 674 1536 0 1129 1510 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 11 12 46 102Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 12 5 5 12 4 4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Adj. Flow (vph) 132 440 48 62 476 60 135 80 73 52 70 141Shared Lane Traffic (%)Lane Group Flow (vph) 132 488 0 62 536 0 135 153 0 52 211 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Detector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9%Maximum Green (s) 22.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6Lost Time Adjust (s) 1.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7Total Lost Time (s) 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 28.9 20.9 25.5 18.1 22.5 15.3 19.1 13.6Actuated g/C Ratio 0.46 0.33 0.40 0.29 0.35 0.24 0.30 0.21v/c Ratio 0.39 0.49 0.16 0.62 0.39 0.38 0.14 0.52Control Delay 13.5 18.7 10.3 23.5 18.1 19.2 15.1 18.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.5 18.7 10.3 23.5 18.1 19.2 15.1 18.3LOS B B B C B B B BApproach Delay 17.6 22.2 18.7 17.7Approach LOS B C B BQueue Length 50th (m) 8.5 23.6 3.7 28.7 10.4 10.5 3.8 11.5Queue Length 95th (m) 20.4 42.9 10.5 53.0 26.8 30.6 12.3 35.0Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 577 1335 678 1294 373 860 452 871Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.23 0.37 0.09 0.41 0.36 0.18 0.12 0.24

Intersection SummaryArea Type: OtherCycle Length: 105.1Actuated Cycle Length: 63.5Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.62Intersection Signal Delay: 19.3 Intersection LOS: BIntersection Capacity Utilization 57.2% ICU Level of Service BAnalysis Period (min) 15



Splits and Phases: 105: Dorchester Rd & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 132 488 62 536 135 153 52 211v/c Ratio 0.39 0.49 0.16 0.62 0.39 0.38 0.14 0.52Control Delay 13.5 18.7 10.3 23.5 18.1 19.2 15.1 18.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.5 18.7 10.3 23.5 18.1 19.2 15.1 18.3Queue Length 50th (m) 8.5 23.6 3.7 28.7 10.4 10.5 3.8 11.5Queue Length 95th (m) 20.4 42.9 10.5 53.0 26.8 30.6 12.3 35.0Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 577 1335 678 1294 373 860 452 871Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.23 0.37 0.09 0.41 0.36 0.18 0.12 0.24


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Future Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.98 1.00 0.93 1.00 0.90Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1523 3034 1596 3012 1630 1537 1628 1509Flt Permitted 0.27 1.00 0.47 1.00 0.39 1.00 0.66 1.00Satd. Flow (perm) 429 3034 786 3012 675 1537 1131 1509Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 132 440 48 62 476 60 135 80 73 52 70 141RTOR Reduction (vph) 0 7 0 0 9 0 0 35 0 0 80 0Lane Group Flow (vph) 132 481 0 62 527 0 135 118 0 52 131 0Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 27.7 18.5 22.1 15.7 20.7 12.5 17.3 10.8Effective Green, g (s) 25.7 20.9 22.1 18.1 18.7 15.2 15.3 13.5Actuated g/C Ratio 0.41 0.33 0.35 0.29 0.30 0.24 0.24 0.21Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Lane Grp Cap (vph) 317 1006 358 865 309 370 318 323v/s Ratio Prot c0.05 0.16 0.02 c0.18 c0.05 0.08 0.01 c0.09v/s Ratio Perm 0.12 0.04 0.08 0.03v/c Ratio 0.42 0.48 0.17 0.61 0.44 0.32 0.16 0.41Uniform Delay, d1 12.6 16.7 13.8 19.4 17.1 19.6 18.7 21.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.2 0.2 0.9 0.7 0.3 0.2 0.4Delay (s) 13.2 16.9 14.0 20.3 17.9 19.9 18.8 21.7Level of Service B B B C B B B CApproach Delay (s) 16.1 19.7 18.9 21.1Approach LOS B B B C

Intersection SummaryHCM 2000 Control Delay 18.5 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.49Actuated Cycle Length (s) 63.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 57.2% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 120 368 34 0 282 92 77 51 9 83 18 107Future Volume (vph) 120 368 34 0 282 92 77 51 9 83 18 107Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.99 1.00 1.00Frt 0.990 0.963 0.991 0.872Flt Protected 0.989 0.973 0.950Satd. Flow (prot) 0 3034 0 0 2942 0 0 1652 0 1630 1453 0Flt Permitted 0.776 0.766 0.757Satd. Flow (perm) 0 2377 0 0 2942 0 0 1301 0 1298 1453 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 12 71 5 116Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 5 3 3 5 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Adj. Flow (vph) 130 400 37 0 307 100 84 55 10 90 20 116Shared Lane Traffic (%)Lane Group Flow (vph) 0 567 0 0 407 0 0 149 0 90 136 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Detector Phase 4 4 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 27.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1Total Split (s) 47.0 47.0 47.0 47.0 40.2 40.2 40.2 40.2Total Split (%) 53.9% 53.9% 53.9% 53.9% 46.1% 46.1% 46.1% 46.1%Maximum Green (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 13.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 16.9 16.9 12.7 12.7 12.7Actuated g/C Ratio 0.45 0.45 0.34 0.34 0.34v/c Ratio 0.53 0.30 0.34 0.21 0.24Control Delay 9.8 6.3 12.8 11.6 4.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 9.8 6.3 12.8 11.6 4.9LOS A A B B AApproach Delay 9.8 6.3 12.8 7.6Approach LOS A A B AQueue Length 50th (m) 11.7 6.2 6.6 3.9 0.8Queue Length 95th (m) 27.7 15.5 21.3 14.0 10.1Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 25.0Base Capacity (vph) 2308 2859 1199 1196 1348Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.25 0.14 0.12 0.08 0.10

Intersection SummaryArea Type: OtherCycle Length: 87.2Actuated Cycle Length: 37.9Natural Cycle: 65Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.53Intersection Signal Delay: 8.7 Intersection LOS: AIntersection Capacity Utilization 59.0% ICU Level of Service BAnalysis Period (min) 15



Splits and Phases: 106: Drummond Rd & McLeod Rd (RR 49)

Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Existing Summer


Lane Group EBT WBT NBT SBL SBTLane Group Flow (vph) 567 407 149 90 136v/c Ratio 0.53 0.30 0.34 0.21 0.24Control Delay 9.8 6.3 12.8 11.6 4.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 9.8 6.3 12.8 11.6 4.9Queue Length 50th (m) 11.7 6.2 6.6 3.9 0.8Queue Length 95th (m) 27.7 15.5 21.3 14.0 10.1Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 25.0Base Capacity (vph) 2308 2859 1199 1196 1348Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.25 0.14 0.12 0.08 0.10


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 120 368 34 0 282 92 77 51 9 83 18 107Future Volume (vph) 120 368 34 0 282 92 77 51 9 83 18 107Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.99 0.96 0.99 1.00 0.87Flt Protected 0.99 1.00 0.97 0.95 1.00Satd. Flow (prot) 3032 2947 1652 1629 1453Flt Permitted 0.78 1.00 0.77 0.76 1.00Satd. Flow (perm) 2379 2947 1301 1298 1453Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 400 37 0 307 100 84 55 10 90 20 116RTOR Reduction (vph) 0 7 0 0 39 0 0 3 0 0 77 0Lane Group Flow (vph) 0 560 0 0 368 0 0 146 0 90 59 0Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Perm NA NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 14.7 14.7 10.5 10.5 10.5Effective Green, g (s) 16.8 16.8 12.6 12.6 12.6Actuated g/C Ratio 0.45 0.45 0.34 0.34 0.34Clearance Time (s) 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1068 1323 438 437 489v/s Ratio Prot 0.12 0.04v/s Ratio Perm c0.24 c0.11 0.07v/c Ratio 0.52 0.28 0.33 0.21 0.12Uniform Delay, d1 7.4 6.5 9.3 8.8 8.6Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.1 0.4 0.2 0.1Delay (s) 7.9 6.6 9.7 9.1 8.7Level of Service A A A A AApproach Delay (s) 7.9 6.6 9.7 8.8Approach LOS A A A A

Intersection SummaryHCM 2000 Control Delay 7.9 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.44Actuated Cycle Length (s) 37.4 Sum of lost time (s) 8.0Intersection Capacity Utilization 59.0% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 231 3 4 309 152 1 1 2 125 3 20Future Volume (vph) 29 231 3 4 309 152 1 1 2 125 3 20Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 25.0 50.0 25.0 0.0 0.0 0.0Storage Lanes 1 1 1 1 1 0 1 0Taper Length (m) 75.0 50.0 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850 0.900 0.868Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1511 3228 1488 1662 3137 1365 1662 1575 0 1525 1342 0Flt Permitted 0.362 0.596 0.950 0.950Satd. Flow (perm) 576 3228 1488 1043 3137 1365 1662 1575 0 1525 1342 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 80 165 2 22Link Speed (k/h) 50 50 50 50Link Distance (m) 310.8 136.7 108.4 168.0Travel Time (s) 22.4 9.8 7.8 12.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 3% 0% 0% 6% 9% 0% 0% 0% 9% 0% 15%Adj. Flow (vph) 32 251 3 4 336 165 1 1 2 136 3 22Shared Lane Traffic (%)Lane Group Flow (vph) 32 251 3 4 336 165 1 3 0 136 25 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 2Detector Template Left Thru Right Left Thru Right Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 23.3 23.3 23.3 13.7 13.7 13.7 10.2 10.2 14.0 14.0Actuated g/C Ratio 0.39 0.39 0.39 0.23 0.23 0.23 0.17 0.17 0.23 0.23v/c Ratio 0.10 0.20 0.00 0.02 0.47 0.38 0.00 0.01 0.38 0.08Control Delay 12.7 12.8 0.0 19.0 22.6 6.8 24.0 19.7 23.2 10.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.7 12.8 0.0 19.0 22.6 6.8 24.0 19.7 23.2 10.2LOS B B A B C A C B C BApproach Delay 12.6 17.4 20.8 21.2Approach LOS B B C CQueue Length 50th (m) 2.2 9.5 0.0 0.4 17.1 0.0 0.1 0.1 12.8 0.3Queue Length 95th (m) 7.3 18.2 0.0 2.6 31.6 13.4 1.4 2.4 29.4 5.6Internal Link Dist (m) 286.8 112.7 84.4 144.0Turn Bay Length (m) 50.0 50.0 25.0 50.0 25.0Base Capacity (vph) 399 2686 1251 602 1813 858 903 858 829 740Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.08 0.09 0.00 0.01 0.19 0.19 0.00 0.00 0.16 0.03

Intersection SummaryArea Type: OtherCycle Length: 125.3Actuated Cycle Length: 59.6Natural Cycle: 125Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.47Intersection Signal Delay: 16.6 Intersection LOS: BIntersection Capacity Utilization 38.5% ICU Level of Service AAnalysis Period (min) 15



Splits and Phases: 107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)

Queues Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 32 251 3 4 336 165 1 3 136 25v/c Ratio 0.10 0.20 0.00 0.02 0.47 0.38 0.00 0.01 0.38 0.08Control Delay 12.7 12.8 0.0 19.0 22.6 6.8 24.0 19.7 23.2 10.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.7 12.8 0.0 19.0 22.6 6.8 24.0 19.7 23.2 10.2Queue Length 50th (m) 2.2 9.5 0.0 0.4 17.1 0.0 0.1 0.1 12.8 0.3Queue Length 95th (m) 7.3 18.2 0.0 2.6 31.6 13.4 1.4 2.4 29.4 5.6Internal Link Dist (m) 286.8 112.7 84.4 144.0Turn Bay Length (m) 50.0 50.0 25.0 50.0 25.0Base Capacity (vph) 399 2686 1251 602 1813 858 903 858 829 740Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.08 0.09 0.00 0.01 0.19 0.19 0.00 0.00 0.16 0.03


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 231 3 4 309 152 1 1 2 125 3 20Future Volume (vph) 29 231 3 4 309 152 1 1 2 125 3 20Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1511 3228 1488 1662 3137 1365 1662 1575 1525 1342Flt Permitted 0.36 1.00 1.00 0.60 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 575 3228 1488 1043 3137 1365 1662 1575 1525 1342Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 32 251 3 4 336 165 1 1 2 136 3 22RTOR Reduction (vph) 0 0 2 0 0 127 0 2 0 0 17 0Lane Group Flow (vph) 32 251 1 4 336 38 1 1 0 136 8 0Heavy Vehicles (%) 10% 3% 0% 0% 6% 9% 0% 0% 0% 9% 0% 15%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 21.2 21.2 21.2 11.6 11.6 11.6 8.1 8.1 11.9 11.9Effective Green, g (s) 20.2 23.3 23.3 13.7 13.7 13.7 10.2 10.2 14.0 14.0Actuated g/C Ratio 0.34 0.39 0.39 0.23 0.23 0.23 0.17 0.17 0.24 0.24Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 283 1264 582 240 722 314 284 270 358 315v/s Ratio Prot 0.01 c0.08 c0.11 0.00 c0.00 c0.09 0.01v/s Ratio Perm 0.03 0.00 0.00 0.03v/c Ratio 0.11 0.20 0.00 0.02 0.47 0.12 0.00 0.00 0.38 0.03Uniform Delay, d1 13.5 11.9 11.0 17.7 19.7 18.1 20.4 20.4 19.1 17.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.1 0.0 0.0 0.3 0.1 0.0 0.0 0.9 0.0Delay (s) 13.6 12.0 11.0 17.7 20.1 18.3 20.4 20.5 20.0 17.5Level of Service B B B B C B C C C BApproach Delay (s) 12.2 19.5 20.4 19.6Approach LOS B B C B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Existing Summer


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 261 146 14 336 170 25Future Volume (vph) 261 146 14 336 170 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3107 1365 1458 3107 2780 1430Flt Permitted 0.578 0.950Satd. Flow (perm) 3107 1365 887 3107 2780 1430Right Turn on Red Yes YesSatd. Flow (RTOR) 159 27Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 7% 9% 14% 7% 16% 4%Adj. Flow (vph) 284 159 15 365 185 27Shared Lane Traffic (%)Lane Group Flow (vph) 284 159 15 365 185 27Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2



Lane Group EBT EBR WBL WBT NBL NBRPermitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.4 35.4 35.4 35.4 32.0 32.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 12.2 12.2 12.2 12.2 10.3 10.3Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.34 0.34v/c Ratio 0.23 0.25 0.04 0.29 0.20 0.05Control Delay 6.7 2.6 6.1 7.0 7.9 3.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.7 2.6 6.1 7.0 7.9 3.8LOS A A A A A AApproach Delay 5.2 7.0 7.4Approach LOS A A AQueue Length 50th (m) 4.4 0.0 0.4 5.8 3.1 0.0Queue Length 95th (m) 8.8 5.3 2.1 11.2 6.9 2.4Internal Link Dist (m) 116.7 308.8 44.6Turn Bay Length (m) 75.0 50.0 50.0Base Capacity (vph) 3107 1365 887 3107 2780 1430Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.12 0.02 0.12 0.07 0.02




Splits and Phases: 108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49)

Queues Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Existing Summer


Lane Group EBT EBR WBL WBT NBL NBRLane Group Flow (vph) 284 159 15 365 185 27v/c Ratio 0.23 0.25 0.04 0.29 0.20 0.05Control Delay 6.7 2.6 6.1 7.0 7.9 3.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.7 2.6 6.1 7.0 7.9 3.8Queue Length 50th (m) 4.4 0.0 0.4 5.8 3.1 0.0Queue Length 95th (m) 8.8 5.3 2.1 11.2 6.9 2.4Internal Link Dist (m) 116.7 308.8 44.6Turn Bay Length (m) 75.0 50.0 50.0Base Capacity (vph) 3107 1365 887 3107 2780 1430Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.12 0.02 0.12 0.07 0.02


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Existing Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 261 146 14 336 170 25Future Volume (vph) 261 146 14 336 170 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3107 1365 1458 3107 2780 1430Flt Permitted 1.00 1.00 0.58 1.00 0.95 1.00Satd. Flow (perm) 3107 1365 887 3107 2780 1430Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 284 159 15 365 185 27RTOR Reduction (vph) 0 95 0 0 0 18Lane Group Flow (vph) 284 64 15 365 185 9Heavy Vehicles (%) 7% 9% 14% 7% 16% 4%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 10.1 10.1 10.1 10.1 8.2 8.2Effective Green, g (s) 12.2 12.2 12.2 12.2 10.3 10.3Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.34 0.34Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1242 546 354 1242 938 482v/s Ratio Prot 0.09 c0.12 c0.07v/s Ratio Perm 0.05 0.02 0.01v/c Ratio 0.23 0.12 0.04 0.29 0.20 0.02Uniform Delay, d1 6.0 5.8 5.6 6.2 7.2 6.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.1 0.0 0.1 0.1 0.0Delay (s) 6.1 5.8 5.6 6.3 7.3 6.7Level of Service A A A A A AApproach Delay (s) 6.0 6.3 7.2Approach LOS A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Existing Summer


Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 121 3 92 0 0 50Future Volume (vph) 121 3 92 0 0 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95Frt 0.997Flt Protected 0.953Satd. Flow (prot) 3162 0 3260 0 0 3260Flt Permitted 0.953Satd. Flow (perm) 3162 0 3260 0 0 3260Right Turn on Red Yes YesSatd. Flow (RTOR) 3Link Speed (k/h) 50 50 50Link Distance (m) 73.1 82.4 61.6Travel Time (s) 5.3 5.9 4.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 132 3 100 0 0 54Shared Lane Traffic (%)Lane Group Flow (vph) 135 0 100 0 0 54Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 7.2 0.0 0.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Number of Detectors 1 2 2Detector Template Left Thru ThruLeading Detector (m) 2.0 10.0 10.0Trailing Detector (m) 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot NA NAProtected Phases 6 8Permitted Phases 4Detector Phase 6 8 4Switch PhaseMinimum Initial (s) 8.0 8.0 8.0



Lane Group WBL WBR NBT NBR SBL SBTMinimum Split (s) 24.2 22.5 22.5Total Split (s) 28.2 22.5 22.5Total Split (%) 55.6% 44.4% 44.4%Maximum Green (s) 23.0 17.0 17.0Yellow Time (s) 3.2 3.5 3.5All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) -1.2 -1.5 -1.5Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.1 2.3 2.3Recall Mode Min Min MinWalk Time (s) 8.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s) 9.2 9.5 9.5Actuated g/C Ratio 0.34 0.36 0.36v/c Ratio 0.12 0.09 0.05Control Delay 6.2 6.0 5.8Queue Delay 0.0 0.0 0.0Total Delay 6.2 6.0 5.8LOS A A AApproach Delay 6.2 6.0 5.8Approach LOS A A AQueue Length 50th (m) 1.8 1.3 0.7Queue Length 95th (m) 4.0 3.2 2.1Internal Link Dist (m) 49.1 58.4 37.6Turn Bay Length (m)Base Capacity (vph) 2866 2258 2258Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.05 0.04 0.02

Intersection SummaryArea Type: OtherCycle Length: 50.7Actuated Cycle Length: 26.7Natural Cycle: 50Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.12Intersection Signal Delay: 6.1 Intersection LOS: AIntersection Capacity Utilization 20.0% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 110: Montrose Rd (RR 98) & Niagara Square Dr

Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Existing Summer


Lane Group WBL NBT SBTLane Group Flow (vph) 135 100 54v/c Ratio 0.12 0.09 0.05Control Delay 6.2 6.0 5.8Queue Delay 0.0 0.0 0.0Total Delay 6.2 6.0 5.8Queue Length 50th (m) 1.8 1.3 0.7Queue Length 95th (m) 4.0 3.2 2.1Internal Link Dist (m) 49.1 58.4 37.6Turn Bay Length (m)Base Capacity (vph) 2866 2258 2258Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.05 0.04 0.02


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Existing Summer


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 121 3 92 0 0 50Future Volume (vph) 121 3 92 0 0 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95Frt 1.00 1.00 1.00Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 3163 3260 3260Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 3163 3260 3260Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 132 3 100 0 0 54RTOR Reduction (vph) 2 0 0 0 0 0Lane Group Flow (vph) 133 0 100 0 0 54Turn Type Prot NA NAProtected Phases 6 8Permitted Phases 4Actuated Green, G (s) 8.0 8.0 8.0Effective Green, g (s) 9.2 9.5 9.5Actuated g/C Ratio 0.34 0.36 0.36Clearance Time (s) 5.2 5.5 5.5Vehicle Extension (s) 2.1 2.3 2.3Lane Grp Cap (vph) 1089 1159 1159v/s Ratio Prot c0.04 c0.03v/s Ratio Perm 0.02v/c Ratio 0.12 0.09 0.05Uniform Delay, d1 6.0 5.7 5.6Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.0 0.0 0.0Delay (s) 6.0 5.7 5.6Level of Service A A AApproach Delay (s) 6.0 5.7 5.6Approach LOS A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Existing Summer


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 77 0 0 93 227 108Future Volume (vph) 77 0 0 93 227 108Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95Ped Bike Factor 0.99Frt 0.952Flt Protected 0.950Satd. Flow (prot) 1614 0 0 2969 2992 0Flt Permitted 0.950Satd. Flow (perm) 1614 0 0 2969 2992 0Right Turn on Red Yes YesSatd. Flow (RTOR) 117Link Speed (k/h) 50 50 50Link Distance (m) 117.2 130.2 309.8Travel Time (s) 8.4 9.4 22.3Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 0% 0% 12% 7% 1%Adj. Flow (vph) 84 0 0 101 247 117Shared Lane Traffic (%)Lane Group Flow (vph) 84 0 0 101 364 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 1 2 2Detector Template Left Left Thru ThruLeading Detector (m) 2.0 2.0 10.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 2.0 0.6 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2



Lane Group EBL EBR NBL NBT SBT SBRDetector Phase 4 2 2 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0Minimum Split (s) 24.3 34.0 34.0 34.0Total Split (s) 31.3 42.0 42.0 42.0Total Split (%) 42.7% 57.3% 57.3% 57.3%Maximum Green (s) 25.0 35.0 35.0 35.0Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.9 2.9 2.9Lost Time Adjust (s) -2.3 -3.0 -3.0Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.2 2.2 2.2 2.2Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 10.3 13.0 13.0Actuated g/C Ratio 0.33 0.42 0.42v/c Ratio 0.16 0.08 0.28Control Delay 8.4 5.8 4.7Queue Delay 0.0 0.0 0.0Total Delay 8.4 5.8 4.7LOS A A AApproach Delay 8.4 5.8 4.7Approach LOS A A AQueue Length 50th (m) 3.0 1.5 3.8Queue Length 95th (m) 7.8 3.6 8.2Internal Link Dist (m) 93.2 106.2 285.8Turn Bay Length (m)Base Capacity (vph) 1614 2969 2992Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.05 0.03 0.12


Splits and Phases: 111: Oakwood Dr & Walmart North Driveway

Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Existing Summer


Lane Group EBL NBT SBTLane Group Flow (vph) 84 101 364v/c Ratio 0.16 0.08 0.28Control Delay 8.4 5.8 4.7Queue Delay 0.0 0.0 0.0Total Delay 8.4 5.8 4.7Queue Length 50th (m) 3.0 1.5 3.8Queue Length 95th (m) 7.8 3.6 8.2Internal Link Dist (m) 93.2 106.2 285.8Turn Bay Length (m)Base Capacity (vph) 1614 2969 2992Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.05 0.03 0.12


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Existing Summer


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 77 0 0 93 227 108Future Volume (vph) 77 0 0 93 227 108Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95Frpb, ped/bikes 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00Frt 1.00 1.00 0.95Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1614 2969 2992Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1614 2969 2992Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 84 0 0 101 247 117RTOR Reduction (vph) 0 0 0 0 68 0Lane Group Flow (vph) 84 0 0 101 296 0Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 3% 0% 0% 12% 7% 1%Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 8.0 10.0 10.0Effective Green, g (s) 10.3 13.0 13.0Actuated g/C Ratio 0.33 0.42 0.42Clearance Time (s) 6.3 7.0 7.0Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 531 1233 1242v/s Ratio Prot c0.05 0.03 c0.10v/s Ratio Permv/c Ratio 0.16 0.08 0.24Uniform Delay, d1 7.4 5.5 5.9Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.1Delay (s) 7.5 5.6 6.0Level of Service A A AApproach Delay (s) 7.5 5.6 6.0Approach LOS A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 83 0 0 103 1 0 0 0 12 0 2Future Volume (vph) 20 83 0 0 103 1 0 0 0 12 0 2Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 15.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 1 0 0 2 0Taper Length (m) 50.0 30.0 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1662 1667 0 1750 1716 1488 0 1750 0 2041 1488 0Flt Permitted 0.477 0.950Satd. Flow (perm) 835 1667 0 1750 1716 1488 0 1750 0 2041 1488 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 126 907Link Speed (k/h) 50 50 50 50Link Distance (m) 68.3 112.7 49.3 93.4Travel Time (s) 4.9 8.1 3.5 6.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 5% 0% 0% 2% 0% 0% 0% 0% 58% 0% 0%Adj. Flow (vph) 22 90 0 0 112 1 0 0 0 13 0 2Shared Lane Traffic (%)Lane Group Flow (vph) 22 90 0 0 112 1 0 0 0 13 2 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 1 2 1 2Detector Template Left Thru Left Thru Right Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA Perm NA Perm Split NAProtected Phases 7 4 8 2 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 8 2Detector Phase 7 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0 10.0 8.0 8.0 10.0 10.0Minimum Split (s) 12.5 34.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (s) 18.0 52.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (%) 13.9% 40.5% 26.6% 26.6% 26.6% 29.7% 29.7% 29.7% 29.7%Maximum Green (s) 15.0 45.0 27.0 27.0 27.0 31.0 31.0 31.0 31.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4Lost Time Adjust (s) 1.0 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 24.7 24.7 13.7 13.7 13.5 13.5Actuated g/C Ratio 0.40 0.40 0.22 0.22 0.22 0.22v/c Ratio 0.05 0.13 0.29 0.00 0.03 0.00Control Delay 11.6 12.4 22.4 0.0 19.5 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.6 12.4 22.4 0.0 19.5 0.0LOS B B C A B AApproach Delay 12.3 22.2 16.9Approach LOS B C BQueue Length 50th (m) 1.5 6.6 11.2 0.0 0.6 0.0Queue Length 95th (m) 5.3 14.5 23.6 0.0 2.6 0.0Internal Link Dist (m) 44.3 88.7 25.3 69.4Turn Bay Length (m) 25.0Base Capacity (vph) 521 1309 848 799 1140 1231Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.04 0.07 0.13 0.00 0.01 0.00

Intersection SummaryArea Type: OtherCycle Length: 129.5Actuated Cycle Length: 61.7Natural Cycle: 125Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.29Intersection Signal Delay: 17.2 Intersection LOS: BIntersection Capacity Utilization 23.3% ICU Level of Service AAnalysis Period (min) 15



Splits and Phases: 112: Oakwood Dr & Walmart South Driveway

Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Existing Summer


Lane Group EBL EBT WBT WBR SBL SBTLane Group Flow (vph) 22 90 112 1 13 2v/c Ratio 0.05 0.13 0.29 0.00 0.03 0.00Control Delay 11.6 12.4 22.4 0.0 19.5 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.6 12.4 22.4 0.0 19.5 0.0Queue Length 50th (m) 1.5 6.6 11.2 0.0 0.6 0.0Queue Length 95th (m) 5.3 14.5 23.6 0.0 2.6 0.0Internal Link Dist (m) 44.3 88.7 69.4Turn Bay Length (m) 25.0Base Capacity (vph) 521 1309 848 799 1140 1231Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.04 0.07 0.13 0.00 0.01 0.00


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 83 0 0 103 1 0 0 0 12 0 2Future Volume (vph) 20 83 0 0 103 1 0 0 0 12 0 2Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1667 1716 1488 2041 1488Flt Permitted 0.48 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 835 1667 1716 1488 2041 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 22 90 0 0 112 1 0 0 0 13 0 2RTOR Reduction (vph) 0 0 0 0 0 1 0 0 0 0 2 0Lane Group Flow (vph) 22 90 0 0 112 0 0 0 0 13 0 0Heavy Vehicles (%) 0% 5% 0% 0% 2% 0% 0% 0% 0% 58% 0% 0%Turn Type pm+pt NA Perm NA Perm Split NAProtected Phases 7 4 8 2 6 6Permitted Phases 4 8 8 2Actuated Green, G (s) 21.2 21.2 10.2 10.2 10.0 10.0Effective Green, g (s) 20.2 24.7 13.7 13.7 13.5 13.5Actuated g/C Ratio 0.33 0.40 0.22 0.22 0.22 0.22Clearance Time (s) 3.0 7.5 7.5 7.5 7.5 7.5Vehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2Lane Grp Cap (vph) 367 667 381 330 446 325v/s Ratio Prot 0.01 c0.05 c0.07 c0.01 0.00v/s Ratio Perm 0.01 0.00v/c Ratio 0.06 0.13 0.29 0.00 0.03 0.00Uniform Delay, d1 14.3 11.7 20.0 18.7 18.9 18.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.0 0.2 0.0 0.0 0.0Delay (s) 14.3 11.8 20.2 18.7 19.0 18.8Level of Service B B C B B BApproach Delay (s) 12.3 20.2 0.0 18.9Approach LOS B C A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Future Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.998 0.969 0.901 0.989Flt Protected 0.992 0.971 0.982Satd. Flow (prot) 0 1631 0 0 1510 0 0 1516 0 0 1434 0Flt Permitted 0.928 0.764 0.999 0.779Satd. Flow (perm) 0 1525 0 0 1188 0 0 1515 0 0 1138 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 1 30 199 7Link Speed (k/h) 50 50 50 50Link Distance (m) 272.1 331.0 226.0 929.4Travel Time (s) 19.6 23.8 16.3 66.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 6% 0% 9% 5% 12% 0% 4% 4% 16% 23% 0%Adj. Flow (vph) 14 72 1 243 66 91 2 146 412 34 52 8Shared Lane Traffic (%)Lane Group Flow (vph) 0 87 0 0 400 0 0 560 0 0 94 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 0.0 0.0 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Detector Phase 4 4 8 8 2 2 6 6Switch Phase



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3Total Split (s) 46.3 46.3 46.3 46.3 31.3 31.3 31.3 31.3Total Split (%) 59.7% 59.7% 59.7% 59.7% 40.3% 40.3% 40.3% 40.3%Maximum Green (s) 40.0 40.0 40.0 40.0 25.0 25.0 25.0 25.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 29.7 29.7 24.7 24.7Actuated g/C Ratio 0.47 0.47 0.39 0.39v/c Ratio 0.12 0.69 0.78 0.21Control Delay 9.6 19.2 21.8 15.8Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.6 19.2 21.8 15.8LOS A B C BApproach Delay 9.6 19.2 21.8 15.8Approach LOS A B C BQueue Length 50th (m) 5.9 35.7 37.3 6.8Queue Length 95th (m) 12.6 65.0 #113.3 20.6Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m)Base Capacity (vph) 1074 845 797 521Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.08 0.47 0.70 0.18

Intersection SummaryArea Type: OtherCycle Length: 77.6Actuated Cycle Length: 62.8Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay: 19.5 Intersection LOS: BIntersection Capacity Utilization 69.0% ICU Level of Service CAnalysis Period (min) 15# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47)

Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 87 400 560 94v/c Ratio 0.12 0.69 0.78 0.21Control Delay 9.6 19.2 21.8 15.8Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.6 19.2 21.8 15.8Queue Length 50th (m) 5.9 35.7 37.3 6.8Queue Length 95th (m) 12.6 65.0 #113.3 20.6Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m)Base Capacity (vph) 1074 845 797 521Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.08 0.47 0.70 0.18

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Future Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00Frt 1.00 0.97 0.90 0.99Flt Protected 0.99 0.97 1.00 0.98Satd. Flow (prot) 1631 1510 1516 1434Flt Permitted 0.93 0.76 1.00 0.78Satd. Flow (perm) 1526 1188 1515 1138Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 14 72 1 243 66 91 2 146 412 34 52 8RTOR Reduction (vph) 0 1 0 0 16 0 0 120 0 0 4 0Lane Group Flow (vph) 0 86 0 0 384 0 0 440 0 0 90 0Heavy Vehicles (%) 8% 6% 0% 9% 5% 12% 0% 4% 4% 16% 23% 0%Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 27.3 27.3 22.4 22.4Effective Green, g (s) 29.6 29.6 24.7 24.7Actuated g/C Ratio 0.48 0.48 0.40 0.40Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 725 564 600 451v/s Ratio Protv/s Ratio Perm 0.06 c0.32 c0.29 0.08v/c Ratio 0.12 0.68 0.73 0.20Uniform Delay, d1 9.1 12.7 16.0 12.3Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 5.1 6.3 0.6Delay (s) 9.3 17.8 22.3 12.9Level of Service A B C BApproach Delay (s) 9.3 17.8 22.3 12.9Approach LOS A B C B

Intersection SummaryHCM 2000 Control Delay 19.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 62.3 Sum of lost time (s) 8.0Intersection Capacity Utilization 69.0% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Existing Summer


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 25 2 2 167 154 23Future Volume (vph) 25 2 2 167 154 23Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.991 0.982Flt Protected 0.956 0.999Satd. Flow (prot) 1443 0 0 1591 1599 0Flt Permitted 0.956 0.999Satd. Flow (perm) 1443 0 0 1591 1599 0Link Speed (k/h) 50 50 50Link Distance (m) 216.2 600.6 677.2Travel Time (s) 15.6 43.2 48.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 16% 0% 0% 10% 8% 4%Adj. Flow (vph) 27 2 2 182 167 25Shared Lane Traffic (%)Lane Group Flow (vph) 29 0 0 184 192 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Stop Free Free

Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 21.3% ICU Level of Service AAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Existing Summer


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 25 2 2 167 154 23Future Volume (Veh/h) 25 2 2 167 154 23Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 27 2 2 182 167 25PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 366 180 192vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 366 180 192tC, single (s) 6.6 6.2 4.1tC, 2 stage (s)tF (s) 3.6 3.3 2.2p0 queue free % 96 100 100cM capacity (veh/h) 606 869 1394

Direction, Lane # EB 1 NB 1 SB 1Volume Total 29 184 192Volume Left 27 2 0Volume Right 2 0 25cSH 619 1394 1700Volume to Capacity 0.05 0.00 0.11Queue Length 95th (m) 1.2 0.0 0.0Control Delay (s) 11.1 0.1 0.0Lane LOS B AApproach Delay (s) 11.1 0.1 0.0Approach LOS B

Intersection SummaryAverage Delay 0.8Intersection Capacity Utilization 21.3% ICU Level of Service AAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Existing Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Existing Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Existing Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Existing Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Existing Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5 1 6 7 7 23 17 222 3 8 84 5Future Volume (vph) 5 1 6 7 7 23 17 222 3 8 84 5Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.927 0.918 0.998 0.994Flt Protected 0.981 0.990 0.997 0.996Satd. Flow (prot) 0 1182 0 0 1590 0 0 1633 0 0 1411 0Flt Permitted 0.981 0.990 0.997 0.996Satd. Flow (perm) 0 1182 0 0 1590 0 0 1633 0 0 1411 0Link Speed (k/h) 50 50 50 50Link Distance (m) 117.4 108.9 978.6 29.6Travel Time (s) 8.5 7.8 70.5 2.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 20% 0% 50% 0% 0% 0% 0% 7% 18% 13% 25% 0%Adj. Flow (vph) 5 1 7 8 8 25 18 241 3 9 91 5Shared Lane Traffic (%)Lane Group Flow (vph) 0 13 0 0 41 0 0 262 0 0 105 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 0.0 0.0 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Free Free


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Existing Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 5 1 6 7 7 23 17 222 3 8 84 5Future Volume (Veh/h) 5 1 6 7 7 23 17 222 3 8 84 5Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 5 1 7 8 8 25 18 241 3 9 91 5PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 419 392 94 398 392 242 96 244vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 419 392 94 398 392 242 96 244tC, single (s) 7.3 6.5 6.7 7.1 6.5 6.2 4.1 4.2tC, 2 stage (s)tF (s) 3.7 4.0 3.8 3.5 4.0 3.3 2.2 2.3p0 queue free % 99 100 99 99 99 97 99 99cM capacity (veh/h) 485 537 847 553 536 801 1510 1260

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 13 41 262 105Volume Left 5 8 18 9Volume Right 7 25 3 5cSH 636 677 1510 1260Volume to Capacity 0.02 0.06 0.01 0.01Queue Length 95th (m) 0.5 1.5 0.3 0.2Control Delay (s) 10.8 10.7 0.6 0.7Lane LOS B B A AApproach Delay (s) 10.8 10.7 0.6 0.7Approach LOS B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Existing Summer


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 53 27 25 102 137 57Future Volume (vph) 53 27 25 102 137 57Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 50.0 50.0Storage Lanes 1 0 1 1Taper Length (m) 7.5 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.955 0.850Flt Protected 0.968 0.950Satd. Flow (prot) 1387 0 1299 1683 1683 1162Flt Permitted 0.968 0.950Satd. Flow (perm) 1387 0 1299 1683 1683 1162Link Speed (k/h) 50 50 50Link Distance (m) 445.6 254.0 265.5Travel Time (s) 32.1 18.3 19.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 25% 0% 28% 4% 4% 28%Adj. Flow (vph) 58 29 27 111 149 62Shared Lane Traffic (%)Lane Group Flow (vph) 87 0 27 111 149 62Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Stop Free Free


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Existing Summer



Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 87 27 111 149 62Volume Left 58 27 0 0 0Volume Right 29 0 0 0 62cSH 692 1219 1700 1700 1700Volume to Capacity 0.13 0.02 0.07 0.09 0.04Queue Length 95th (m) 3.4 0.5 0.0 0.0 0.0Control Delay (s) 10.9 8.0 0.0 0.0 0.0Lane LOS B AApproach Delay (s) 10.9 1.6 0.0Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Existing Summer


Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 48 5 122 60 10 144Future Volume (vph) 48 5 122 60 10 144Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.988 0.956Flt Protected 0.956 0.997Satd. Flow (prot) 1653 0 1598 0 0 1686Flt Permitted 0.956 0.997Satd. Flow (perm) 1653 0 1598 0 0 1686Link Speed (k/h) 50 50 50Link Distance (m) 91.0 214.2 176.4Travel Time (s) 6.6 15.4 12.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 7% 0% 10% 3%Adj. Flow (vph) 52 5 133 65 11 157Shared Lane Traffic (%)Lane Group Flow (vph) 57 0 198 0 0 168Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Sign Control Stop Free Free


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Existing Summer


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 48 5 122 60 10 144Future Volume (Veh/h) 48 5 122 60 10 144Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 52 5 133 65 11 157PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 344 166 198vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 344 166 198tC, single (s) 6.4 6.2 4.2tC, 2 stage (s)tF (s) 3.5 3.3 2.3p0 queue free % 92 99 99cM capacity (veh/h) 651 884 1328

Direction, Lane # WB 1 NB 1 SB 1Volume Total 57 198 168Volume Left 52 0 11Volume Right 5 65 0cSH 666 1700 1328Volume to Capacity 0.09 0.12 0.01Queue Length 95th (m) 2.2 0.0 0.2Control Delay (s) 10.9 0.0 0.6Lane LOS B AApproach Delay (s) 10.9 0.0 0.6Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Existing Summer


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 165 270 0 86 32Future Volume (vph) 0 165 270 0 86 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 40.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 0 3079 3079 0 1646 1488Flt Permitted 0.950Satd. Flow (perm) 0 3079 3079 0 1646 1488Link Speed (k/h) 50 50 50Link Distance (m) 85.5 128.4 174.5Travel Time (s) 6.2 9.2 12.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 8% 8% 0% 1% 0%Adj. Flow (vph) 0 179 293 0 93 35Shared Lane Traffic (%)Lane Group Flow (vph) 0 179 293 0 93 35Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free Stop


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Existing Summer


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 0 165 270 0 86 32Future Volume (Veh/h) 0 165 270 0 86 32Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 179 293 0 93 35PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh) 5Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 293 382 146vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 293 382 146tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 84 96cM capacity (veh/h) 1280 595 880

Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 90 90 146 146 128Volume Left 0 0 0 0 93Volume Right 0 0 0 0 35cSH 1700 1700 1700 1700 819Volume to Capacity 0.05 0.05 0.09 0.09 0.16Queue Length 95th (m) 0.0 0.0 0.0 0.0 4.4Control Delay (s) 0.0 0.0 0.0 0.0 11.4Lane LOS BApproach Delay (s) 0.0 0.0 11.4Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Existing Summer


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 260 0 0 399 121 223Future Volume (vph) 260 0 0 399 121 223Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 50.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3023 0 0 3228 1471 1352Flt Permitted 0.950Satd. Flow (perm) 3023 0 0 3228 1471 1352Link Speed (k/h) 50 50 50Link Distance (m) 104.2 91.9 169.0Travel Time (s) 7.5 6.6 12.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 0% 0% 3% 13% 10%Adj. Flow (vph) 283 0 0 434 132 242Shared Lane Traffic (%)Lane Group Flow (vph) 283 0 0 434 132 242Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free Stop


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Existing Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 260 0 0 399 121 223Future Volume (Veh/h) 260 0 0 399 121 223Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 283 0 0 434 132 242PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh) 6Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 283 500 142vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 283 500 142tC, single (s) 4.1 7.1 7.1tC, 2 stage (s)tF (s) 2.2 3.6 3.4p0 queue free % 100 72 72cM capacity (veh/h) 1291 474 856

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 142 142 217 217 374Volume Left 0 0 0 0 132Volume Right 0 0 0 0 242cSH 1700 1700 1700 1700 1322Volume to Capacity 0.08 0.08 0.13 0.13 0.28Queue Length 95th (m) 0.0 0.0 0.0 0.0 9.4Control Delay (s) 0.0 0.0 0.0 0.0 12.5Lane LOS BApproach Delay (s) 0.0 0.0 12.5Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Existing Summer


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 208 93 162 45 76 18Future Volume (vph) 208 93 162 45 76 18Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 1.0 50.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 50.0 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.971 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1525 1667 1648 0 1498 1162Flt Permitted 0.950 0.950Satd. Flow (perm) 1525 1667 1648 0 1498 1162Link Speed (k/h) 50 50 50Link Distance (m) 176.2 179.7 978.6Travel Time (s) 12.7 12.9 70.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 5% 2% 7% 11% 28%Adj. Flow (vph) 226 101 176 49 83 20Shared Lane Traffic (%)Lane Group Flow (vph) 226 101 225 0 83 20Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Stop Stop Stop


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Existing Summer


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsSign Control Stop Stop StopTraffic Volume (vph) 208 93 162 45 76 18Future Volume (vph) 208 93 162 45 76 18Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 226 101 176 49 83 20

Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 226 101 225 83 20Volume Left (vph) 226 0 0 83 0Volume Right (vph) 0 0 49 0 20Hadj (s) 0.65 0.08 -0.08 0.69 -0.22Departure Headway (s) 5.7 5.1 5.0 6.6 5.6Degree Utilization, x 0.36 0.14 0.31 0.15 0.03Capacity (veh/h) 610 681 703 512 587Control Delay (s) 10.6 7.8 10.2 9.5 7.6Approach Delay (s) 9.8 10.2 9.2Approach LOS A B A

Intersection SummaryDelay 9.8Level of Service AIntersection Capacity Utilization 39.3% ICU Level of Service AAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Existing Summer


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 22 216 314 53 14 37Future Volume (vph) 22 216 314 53 14 37Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 50.0 50.0 0.0Storage Lanes 0 1 1 1Taper Length (m) 7.5 50.0Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.995 0.950Satd. Flow (prot) 0 3181 3228 1488 1583 1305Flt Permitted 0.995 0.950Satd. Flow (perm) 0 3181 3228 1488 1583 1305Link Speed (k/h) 50 50 50Link Distance (m) 50.4 102.7 106.3Travel Time (s) 3.6 7.4 7.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 14% 3% 3% 0% 5% 14%Adj. Flow (vph) 24 235 341 58 15 40Shared Lane Traffic (%)Lane Group Flow (vph) 0 259 341 58 15 40Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free Stop


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Existing Summer


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 22 216 314 53 14 37Future Volume (Veh/h) 22 216 314 53 14 37Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 24 235 341 58 15 40PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m) 383pX, platoon unblockedvC, conflicting volume 341 506 170vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 341 506 170tC, single (s) 4.4 6.9 7.2tC, 2 stage (s)tF (s) 2.3 3.5 3.4p0 queue free % 98 97 95cM capacity (veh/h) 1133 478 807

Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 102 157 170 170 58 15 40Volume Left 24 0 0 0 0 15 0Volume Right 0 0 0 0 58 0 40cSH 1133 1700 1700 1700 1700 478 807Volume to Capacity 0.02 0.09 0.10 0.10 0.03 0.03 0.05Queue Length 95th (m) 0.5 0.0 0.0 0.0 0.0 0.8 1.2Control Delay (s) 2.1 0.0 0.0 0.0 0.0 12.8 9.7Lane LOS A B AApproach Delay (s) 0.8 0.0 10.5Approach LOS B



Timing Plan: PM Peak Hour Synchro 9 ReportPTSL Page 1

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 77 669 24 89 706 273 27 87 210 305 98 77Future Volume (vph) 77 669 24 89 706 273 27 87 210 305 98 77Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 1 1 0 1 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.98 1.00 0.99 0.99 1.00Frt 0.850 0.958 0.850 0.934Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 3228 1488 1568 3084 0 1662 1651 1430 1646 1579 0Flt Permitted 0.264 0.198 0.609 0.695Satd. Flow (perm) 427 3228 1463 326 3084 0 1066 1651 1411 1202 1579 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 77 98 228 51Link Speed (k/h) 50 50 50 50Link Distance (m) 424.1 131.9 130.0 140.6Travel Time (s) 30.5 9.5 9.4 10.1Confl. Peds. (#/hr) 7 6 6 7 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Adj. Flow (vph) 84 727 26 97 767 297 29 95 228 332 107 84Shared Lane Traffic (%)Lane Group Flow (vph) 84 727 26 97 1064 0 29 95 228 332 191 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 24.4 24.4 24.4 35.2 35.2 25.5 25.5 25.5 25.5 25.5Actuated g/C Ratio 0.35 0.35 0.35 0.51 0.51 0.37 0.37 0.37 0.37 0.37v/c Ratio 0.56 0.64 0.05 0.34 0.66 0.07 0.16 0.34 0.75 0.31Control Delay 36.3 22.2 0.2 13.4 14.1 16.9 17.1 4.4 32.8 14.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 36.3 22.2 0.2 13.4 14.1 16.9 17.1 4.4 32.8 14.1LOS D C A B B B B A C BApproach Delay 23.0 14.0 8.8 26.0Approach LOS C B A C

Intersection SummaryArea Type: OtherCycle Length: 89.1Actuated Cycle Length: 69.2Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.75Intersection Signal Delay: 18.2 Intersection LOS: BIntersection Capacity Utilization 74.2% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 84 727 26 97 1064 29 95 228 332 191v/c Ratio 0.56 0.64 0.05 0.34 0.66 0.07 0.16 0.34 0.75 0.31Control Delay 36.3 22.2 0.2 13.4 14.1 16.9 17.1 4.4 32.8 14.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 36.3 22.2 0.2 13.4 14.1 16.9 17.1 4.4 32.8 14.1Queue Length 50th (m) 9.0 42.6 0.0 6.6 48.3 2.4 8.1 0.0 37.0 12.4Queue Length 95th (m) 27.8 70.6 0.0 16.0 80.5 9.2 22.0 14.4 #93.3 33.5Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 230 1742 825 327 2271 543 840 830 612 829Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.37 0.42 0.03 0.30 0.47 0.05 0.11 0.27 0.54 0.23




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 77 669 24 89 706 273 27 87 210 305 98 77Future Volume (vph) 77 669 24 89 706 273 27 87 210 305 98 77Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1537 3228 1464 1568 3086 1662 1651 1411 1644 1579Flt Permitted 0.26 1.00 1.00 0.20 1.00 0.61 1.00 1.00 0.70 1.00Satd. Flow (perm) 426 3228 1464 328 3086 1066 1651 1411 1204 1579Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 84 727 26 97 767 297 29 95 228 332 107 84RTOR Reduction (vph) 0 0 17 0 48 0 0 0 143 0 32 0Lane Group Flow (vph) 84 727 9 97 1016 0 29 95 85 332 159 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 22.2 22.2 22.2 32.8 32.8 23.1 23.1 23.1 23.1 23.1Effective Green, g (s) 24.5 24.5 24.5 31.8 35.1 25.4 25.4 25.4 25.4 25.4Actuated g/C Ratio 0.36 0.36 0.36 0.46 0.51 0.37 0.37 0.37 0.37 0.37Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 152 1154 523 271 1581 395 612 523 446 585v/s Ratio Prot 0.23 0.03 c0.33 0.06 0.10v/s Ratio Perm 0.20 0.01 0.13 0.03 0.06 c0.28v/c Ratio 0.55 0.63 0.02 0.36 0.64 0.07 0.16 0.16 0.74 0.27Uniform Delay, d1 17.6 18.2 14.2 11.7 12.1 13.9 14.4 14.4 18.7 15.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.5 0.9 0.0 0.6 0.8 0.1 0.1 0.1 6.3 0.2Delay (s) 21.1 19.2 14.2 12.3 12.9 14.0 14.5 14.5 25.0 15.3Level of Service C B B B B B B B C BApproach Delay (s) 19.2 12.9 14.5 21.5Approach LOS B B B C

Intersection SummaryHCM 2000 Control Delay 16.5 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 68.5 Sum of lost time (s) 12.0Intersection Capacity Utilization 74.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1249 50 94 790 0 0 0 0 389 83 197Future Volume (vph) 0 1249 50 94 790 0 0 0 0 389 83 197Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 1.00 1.00 1.00 1.00Frt 0.994 0.850Flt Protected 0.950 0.950 0.968Satd. Flow (prot) 0 4656 0 1630 3260 0 0 0 0 1504 1493 1444Flt Permitted 0.137 0.950 0.968Satd. Flow (perm) 0 4656 0 235 3260 0 0 0 0 1502 1491 1444Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 8 126Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 6 6 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Adj. Flow (vph) 0 1358 54 102 859 0 0 0 0 423 90 214Shared Lane Traffic (%) 40%Lane Group Flow (vph) 0 1412 0 102 859 0 0 0 0 254 259 214Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 2 1 2 1Detector Template Thru Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 28.6 40.2 40.2 20.3 20.3 20.3Actuated g/C Ratio 0.42 0.59 0.59 0.30 0.30 0.30v/c Ratio 0.73 0.35 0.45 0.57 0.59 0.42Control Delay 20.0 11.2 9.8 26.5 27.1 11.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 20.0 11.2 9.8 26.5 27.1 11.3LOS C B A C C BApproach Delay 20.0 9.9 22.3Approach LOS C A C

Intersection SummaryArea Type: OtherCycle Length: 85.3Actuated Cycle Length: 68.7Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.73Intersection Signal Delay: 17.4 Intersection LOS: BIntersection Capacity Utilization 64.8% ICU Level of Service CAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1249 50 94 790 0 0 0 0 389 83 197Future Volume (vph) 0 1249 50 94 790 0 0 0 0 389 83 197Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.95 0.95 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4658 1630 3260 1502 1492 1444Flt Permitted 1.00 0.14 1.00 0.95 0.97 1.00Satd. Flow (perm) 4658 234 3260 1502 1492 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1358 54 102 859 0 0 0 0 423 90 214RTOR Reduction (vph) 0 5 0 0 0 0 0 0 0 0 0 89Lane Group Flow (vph) 0 1407 0 102 859 0 0 0 0 254 259 125Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6Actuated Green, G (s) 26.3 37.8 37.8 17.9 17.9 17.9Effective Green, g (s) 28.6 36.8 40.1 20.2 20.2 20.2Actuated g/C Ratio 0.42 0.54 0.59 0.30 0.30 0.30Clearance Time (s) 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1950 279 1913 444 441 427v/s Ratio Prot c0.30 0.04 c0.26v/s Ratio Perm 0.16 0.17 0.17 0.09v/c Ratio 0.72 0.37 0.45 0.57 0.59 0.29Uniform Delay, d1 16.5 10.1 7.9 20.4 20.5 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 0.8 0.2 1.8 2.0 0.4Delay (s) 17.9 10.9 8.1 22.2 22.5 18.9Level of Service B B A C C BApproach Delay (s) 17.9 8.4 0.0 21.3Approach LOS B A A C




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1459 0 0 819 76 126Future Volume (vph) 1459 0 0 819 76 126Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3228 0 0 3260 3101 1430Flt Permitted 0.950Satd. Flow (perm) 3228 0 0 3260 3101 1410Right Turn on Red Yes YesSatd. Flow (RTOR) 16Link Speed (k/h) 50 50 50Link Distance (m) 72.6 48.7 79.4Travel Time (s) 5.2 3.5 5.7Confl. Peds. (#/hr) 3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 0% 0% 2% 4% 4%Adj. Flow (vph) 1586 0 0 890 83 137Shared Lane Traffic (%)Lane Group Flow (vph) 1586 0 0 890 83 137Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2



Lane Group EBT EBR WBL WBT NBL NBRDetector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 30.9 30.9 13.4 13.4Actuated g/C Ratio 0.59 0.59 0.26 0.26v/c Ratio 0.83 0.46 0.10 0.37Control Delay 14.8 7.3 15.1 17.3Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.8 7.3 15.1 17.3LOS B A B BApproach Delay 14.8 7.3 16.4Approach LOS B A B

Intersection SummaryArea Type: OtherCycle Length: 60Actuated Cycle Length: 52.3Natural Cycle: 60Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.83Intersection Signal Delay: 12.4 Intersection LOS: BIntersection Capacity Utilization 46.7% ICU Level of Service AAnalysis Period (min) 15




Lane Group EBT WBT NBL NBRLane Group Flow (vph) 1586 890 83 137v/c Ratio 0.83 0.46 0.10 0.37Control Delay 14.8 7.3 15.1 17.3Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.8 7.3 15.1 17.3Queue Length 50th (m) 52.2 20.5 3.1 9.7Queue Length 95th (m) #121.5 39.3 7.3 22.0Internal Link Dist (m) 48.6 24.7 55.4Turn Bay Length (m)Base Capacity (vph) 1915 1934 1246 576Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.83 0.46 0.07 0.24




Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1459 0 0 819 76 126Future Volume (vph) 1459 0 0 819 76 126Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 0.97 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3228 3260 3101 1408Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3228 3260 3101 1408Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1586 0 0 890 83 137RTOR Reduction (vph) 0 0 0 0 0 12Lane Group Flow (vph) 1586 0 0 890 83 125Confl. Peds. (#/hr) 3Heavy Vehicles (%) 3% 0% 0% 2% 4% 4%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 28.5 28.5 11.1 11.1Effective Green, g (s) 30.8 30.8 13.4 13.4Actuated g/C Ratio 0.59 0.59 0.26 0.26Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1904 1923 796 361v/s Ratio Prot c0.49 0.27 0.03v/s Ratio Perm c0.09v/c Ratio 0.83 0.46 0.10 0.35Uniform Delay, d1 8.6 6.0 14.8 15.8Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 3.3 0.2 0.1 0.6Delay (s) 11.9 6.2 14.9 16.4Level of Service B A B BApproach Delay (s) 11.9 6.2 15.8Approach LOS B A B




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Future Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 15.0 0.0Storage Lanes 1 1 1 0 1 1 1 0Taper Length (m) 40.0 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.98 1.00 1.00 0.99 0.99 1.00 0.98Frt 0.850 0.998 0.850 0.869Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1568 3197 1444 1630 3216 0 1630 1606 1458 1662 1419 0Flt Permitted 0.272 0.139 0.691 0.742Satd. Flow (perm) 448 3197 1410 238 3216 0 1178 1606 1439 1297 1419 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 261 3 295 87Link Speed (k/h) 50 50 50 50Link Distance (m) 92.8 615.8 309.8 194.6Travel Time (s) 6.7 44.3 22.3 14.0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Adj. Flow (vph) 34 905 405 271 1039 14 390 24 295 20 13 89Shared Lane Traffic (%)Lane Group Flow (vph) 34 905 405 271 1053 0 390 24 295 20 102 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 32.0 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.5 48.5 32.0 32.0 32.0 32.0 32.0Total Split (%) 44.7% 44.7% 44.7% 15.5% 60.2% 39.8% 39.8% 39.8% 39.8% 39.8%Maximum Green (s) 28.0 28.0 28.0 9.5 40.5 24.0 24.0 24.0 24.0 24.0Yellow Time (s) 4.5 4.5 4.5 3.0 4.5 4.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 0.0 3.5 3.5 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 1.0 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 29.7 29.7 29.7 42.3 42.3 28.0 28.0 28.0 28.0 28.0Actuated g/C Ratio 0.38 0.38 0.38 0.54 0.54 0.36 0.36 0.36 0.36 0.36v/c Ratio 0.20 0.75 0.58 0.97 0.61 0.93 0.04 0.42 0.04 0.18Control Delay 19.6 25.4 10.4 65.8 14.0 56.6 17.7 4.5 17.8 6.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 25.4 10.4 65.8 14.0 56.6 17.7 4.5 17.8 6.7LOS B C B E B E B A B AApproach Delay 20.7 24.6 33.6 8.5Approach LOS C C C A

Intersection SummaryArea Type: OtherCycle Length: 80.5Actuated Cycle Length: 78.3Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.97Intersection Signal Delay: 24.4 Intersection LOS: CIntersection Capacity Utilization 78.2% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 34 905 405 271 1053 390 24 295 20 102v/c Ratio 0.20 0.75 0.58 0.97 0.61 0.93 0.04 0.42 0.04 0.18Control Delay 19.6 25.4 10.4 65.8 14.0 56.6 17.7 4.5 17.8 6.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 25.4 10.4 65.8 14.0 56.6 17.7 4.5 17.8 6.7Queue Length 50th (m) 3.5 62.8 15.2 24.8 54.7 60.3 2.5 0.0 2.1 1.6Queue Length 95th (m) 10.4 84.7 41.6 #73.2 73.4 #116.1 7.6 16.2 6.7 11.7Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 15.0Base Capacity (vph) 183 1307 730 279 1831 421 574 704 464 564Starvation Cap Reductn 0 13 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.19 0.70 0.55 0.97 0.58 0.93 0.04 0.42 0.04 0.18




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Future Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1566 3197 1410 1630 3216 1620 1606 1439 1661 1420Flt Permitted 0.27 1.00 1.00 0.14 1.00 0.69 1.00 1.00 0.74 1.00Satd. Flow (perm) 448 3197 1410 238 3216 1179 1606 1439 1297 1420Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 34 905 405 271 1039 14 390 24 295 20 13 89RTOR Reduction (vph) 0 0 162 0 1 0 0 0 190 0 56 0Lane Group Flow (vph) 34 905 243 271 1052 0 390 24 105 20 46 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 25.8 25.8 25.8 38.3 38.3 24.0 24.0 24.0 24.0 24.0Effective Green, g (s) 29.8 29.8 29.8 37.3 42.3 28.0 28.0 28.0 28.0 28.0Actuated g/C Ratio 0.38 0.38 0.38 0.48 0.54 0.36 0.36 0.36 0.36 0.36Clearance Time (s) 8.0 8.0 8.0 3.0 8.0 8.0 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 170 1216 536 264 1737 421 574 514 463 507v/s Ratio Prot 0.28 c0.11 0.33 0.01 0.03v/s Ratio Perm 0.08 0.17 c0.38 c0.33 0.07 0.02v/c Ratio 0.20 0.74 0.45 1.03 0.61 0.93 0.04 0.21 0.04 0.09Uniform Delay, d1 16.3 21.0 18.2 18.0 12.3 24.2 16.4 17.4 16.4 16.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 2.4 0.4 62.4 0.5 26.2 0.0 0.1 0.0 0.1Delay (s) 16.7 23.3 18.6 80.4 12.8 50.4 16.4 17.6 16.4 16.8Level of Service B C B F B D B B B BApproach Delay (s) 21.7 26.6 35.6 16.7Approach LOS C C D B

Intersection SummaryHCM 2000 Control Delay 26.2 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.95Actuated Cycle Length (s) 78.3 Sum of lost time (s) 12.0Intersection Capacity Utilization 78.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Detector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9%Maximum Green (s) 22.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6Lost Time Adjust (s) 1.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 47.4 37.9 32.3 26.8 35.8 27.7 33.6 26.6Actuated g/C Ratio 0.50 0.40 0.34 0.28 0.38 0.29 0.36 0.28v/c Ratio 0.82 0.65 0.19 0.92 1.16 0.37 0.27 0.84Control Delay 39.4 26.2 17.3 50.9 136.5 25.4 19.9 38.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 39.4 26.2 17.3 50.9 136.5 25.4 19.9 38.3LOS D C B D F C B DApproach Delay 29.7 49.2 89.1 34.7Approach LOS C D F C

Intersection SummaryArea Type: OtherCycle Length: 105.1Actuated Cycle Length: 94.3Natural Cycle: 100Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.16Intersection Signal Delay: 45.0 Intersection LOS: DIntersection Capacity Utilization 93.5% ICU Level of Service FAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 302 825 46 836 250 186 109 442v/c Ratio 0.82 0.65 0.19 0.92 1.16 0.37 0.27 0.84Control Delay 39.4 26.2 17.3 50.9 136.5 25.4 19.9 38.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 39.4 26.2 17.3 50.9 136.5 25.4 19.9 38.3Queue Length 50th (m) 39.6 67.0 4.5 86.1 ~42.6 24.9 13.2 60.0Queue Length 95th (m) #82.7 98.1 11.3 #142.3 #96.7 45.2 25.4 103.4Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 441 1279 500 909 216 610 419 640Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.68 0.65 0.09 0.92 1.16 0.30 0.26 0.69

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 278 659 100 42 700 69 230 113 58 100 118 289Future Volume (vph) 278 659 100 42 700 69 230 113 58 100 118 289Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.99 1.00 0.95 1.00 0.89Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1645 3166 1627 3174 1568 1636 1644 1548Flt Permitted 0.15 1.00 0.30 1.00 0.17 1.00 0.57 1.00Satd. Flow (perm) 253 3166 512 3174 275 1636 985 1548Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 302 716 109 46 761 75 250 123 63 109 128 314RTOR Reduction (vph) 0 9 0 0 6 0 0 18 0 0 89 0Lane Group Flow (vph) 302 816 0 46 830 0 250 168 0 109 353 0Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 44.9 35.4 30.9 24.4 34.1 25.0 31.9 23.9Effective Green, g (s) 43.9 37.8 28.9 26.8 32.1 27.7 29.9 26.6Actuated g/C Ratio 0.47 0.40 0.31 0.29 0.34 0.29 0.32 0.28Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Lane Grp Cap (vph) 362 1273 222 904 205 482 362 438v/s Ratio Prot c0.15 0.26 0.01 c0.26 c0.10 0.10 0.02 0.23v/s Ratio Perm 0.24 0.05 c0.31 0.07v/c Ratio 0.83 0.64 0.21 0.92 1.22 0.35 0.30 0.81Uniform Delay, d1 22.6 22.6 23.2 32.5 27.7 26.1 23.4 31.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 14.9 0.9 0.3 13.7 134.6 0.2 0.3 9.9Delay (s) 37.5 23.5 23.6 46.2 162.2 26.3 23.8 41.2Level of Service D C C D F C C DApproach Delay (s) 27.3 45.0 104.2 37.8Approach LOS C D F D

Intersection SummaryHCM 2000 Control Delay 45.6 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.99Actuated Cycle Length (s) 94.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 93.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 193 440 92 8 573 169 82 64 11 125 83 226Future Volume (vph) 193 440 92 8 573 169 82 64 11 125 83 226Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.99 0.99 1.00 0.99Frt 0.981 0.966 0.991 0.890Flt Protected 0.987 0.999 0.975 0.950Satd. Flow (prot) 0 3112 0 0 3093 0 0 1668 0 1662 1531 0Flt Permitted 0.556 0.945 0.475 0.657Satd. Flow (perm) 0 1750 0 0 2926 0 0 813 0 1136 1531 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 43 5 196Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 16 7 7 16 17 17Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Adj. Flow (vph) 210 478 100 9 623 184 89 70 12 136 90 246Shared Lane Traffic (%)Lane Group Flow (vph) 0 788 0 0 816 0 0 171 0 136 336 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NAProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6Detector Phase 7 4 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 9.5 27.1 27.1 27.1 33.1 33.1 33.1 33.1Total Split (s) 17.1 46.1 29.1 29.1 41.1 41.1 41.1 41.1Total Split (%) 19.6% 52.8% 33.3% 33.3% 47.1% 47.1% 47.1% 47.1%Maximum Green (s) 12.6 40.0 23.0 23.0 35.0 35.0 35.0 35.0Yellow Time (s) 3.5 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0Act Effct Green (s) 36.3 26.0 16.9 16.9 16.9Actuated g/C Ratio 0.59 0.42 0.27 0.27 0.27v/c Ratio 0.67 0.65 0.75 0.44 0.60Control Delay 11.3 16.6 42.7 24.1 13.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 11.3 16.6 42.7 24.1 13.4LOS B B D C BApproach Delay 11.3 16.6 42.7 16.5Approach LOS B B D B

Intersection SummaryArea Type: OtherCycle Length: 87.3Actuated Cycle Length: 61.5Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.75Intersection Signal Delay: 16.7 Intersection LOS: BIntersection Capacity Utilization 94.5% ICU Level of Service FAnalysis Period (min) 15




Lane Group EBT WBT NBT SBL SBTLane Group Flow (vph) 788 816 171 136 336v/c Ratio 0.67 0.65 0.75 0.44 0.60Control Delay 11.3 16.6 42.7 24.1 13.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 11.3 16.6 42.7 24.1 13.4Queue Length 50th (m) 22.5 36.0 17.2 12.8 12.7Queue Length 95th (m) 45.2 65.5 #47.2 30.2 38.6Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 25.0Base Capacity (vph) 1380 1365 506 705 1025Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.57 0.60 0.34 0.19 0.33




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 193 440 92 8 573 169 82 64 11 125 83 226Future Volume (vph) 193 440 92 8 573 169 82 64 11 125 83 226Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00Frt 0.98 0.97 0.99 1.00 0.89Flt Protected 0.99 1.00 0.97 0.95 1.00Satd. Flow (prot) 3110 3102 1667 1648 1531Flt Permitted 0.56 0.94 0.47 0.66 1.00Satd. Flow (perm) 1754 2932 813 1140 1531Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 210 478 100 9 623 184 89 70 12 136 90 246RTOR Reduction (vph) 0 10 0 0 25 0 0 4 0 0 142 0Lane Group Flow (vph) 0 778 0 0 791 0 0 167 0 136 194 0Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NAProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 34.2 24.0 14.8 14.8 14.8Effective Green, g (s) 36.3 26.1 16.9 16.9 16.9Actuated g/C Ratio 0.59 0.43 0.28 0.28 0.28Clearance Time (s) 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1213 1250 224 314 422v/s Ratio Prot c0.08 0.13v/s Ratio Perm 0.30 c0.27 c0.21 0.12v/c Ratio 0.64 0.63 0.75 0.43 0.46Uniform Delay, d1 8.2 13.8 20.2 18.2 18.4Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.2 1.1 12.7 1.0 0.8Delay (s) 9.3 14.8 32.9 19.2 19.2Level of Service A B C B BApproach Delay (s) 9.3 14.8 32.9 19.2Approach LOS A B C B

Intersection SummaryHCM 2000 Control Delay 15.2 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 61.2 Sum of lost time (s) 12.5Intersection Capacity Utilization 94.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 30.4 30.4 30.4 19.2 19.2 19.2 10.7 10.7 18.7 18.7Actuated g/C Ratio 0.42 0.42 0.42 0.27 0.27 0.27 0.15 0.15 0.26 0.26v/c Ratio 0.23 0.29 0.00 0.02 0.59 0.46 0.09 0.03 0.52 0.18Control Delay 15.4 14.7 0.0 22.2 26.8 6.3 32.9 24.6 29.1 7.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 14.7 0.0 22.2 26.8 6.3 32.9 24.6 29.1 7.7LOS B B A C C A C C C AApproach Delay 14.7 19.8 30.7 23.4Approach LOS B B C C









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 62 355 3 5 472 244 20 3 5 197 3 69Future Volume (vph) 62 355 3 5 472 244 20 3 5 197 3 69Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1568 3197 1488 1662 3292 1430 1662 1586 1583 1456Flt Permitted 0.25 1.00 1.00 0.52 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 413 3197 1488 916 3292 1430 1662 1586 1583 1456Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 67 386 3 5 513 265 22 3 5 214 3 75RTOR Reduction (vph) 0 0 2 0 0 194 0 4 0 0 55 0Lane Group Flow (vph) 67 386 1 5 513 71 22 4 0 214 23 0Heavy Vehicles (%) 6% 4% 0% 0% 1% 4% 0% 0% 0% 5% 0% 3%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 28.2 28.2 28.2 17.1 17.1 17.1 8.5 8.5 16.5 16.5Effective Green, g (s) 27.2 30.3 30.3 19.2 19.2 19.2 10.6 10.6 18.6 18.6Actuated g/C Ratio 0.38 0.42 0.42 0.27 0.27 0.27 0.15 0.15 0.26 0.26Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 271 1354 630 245 884 384 246 235 411 378v/s Ratio Prot 0.02 c0.12 c0.16 c0.01 0.00 c0.14 0.02v/s Ratio Perm 0.07 0.00 0.01 0.05v/c Ratio 0.25 0.29 0.00 0.02 0.58 0.19 0.09 0.02 0.52 0.06Uniform Delay, d1 15.0 13.5 11.9 19.2 22.7 20.1 26.3 26.0 22.6 19.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 0.0 0.0 0.8 0.2 0.2 0.0 1.5 0.1Delay (s) 15.3 13.6 11.9 19.3 23.5 20.3 26.5 26.0 24.2 20.0Level of Service B B B B C C C C C BApproach Delay (s) 13.8 22.4 26.4 23.1Approach LOS B C C C

Intersection SummaryHCM 2000 Control Delay 20.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.44Actuated Cycle Length (s) 71.5 Sum of lost time (s) 16.0Intersection Capacity Utilization 47.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group



Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 408 151 28 348 296 27Future Volume (vph) 408 151 28 348 296 27Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3137 1316 1409 3167 3014 1488Flt Permitted 0.495 0.950Satd. Flow (perm) 3137 1300 734 3167 3014 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 164 29Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 13% 18% 5% 7% 0%Adj. Flow (vph) 443 164 30 378 322 29Shared Lane Traffic (%)Lane Group Flow (vph) 443 164 30 378 322 29Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0



Lane Group EBT EBR WBL WBT NBL NBRTurn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.0 35.0 35.0 35.0 32.0 32.0Yellow Time (s) 4.5 4.5 4.5 4.5 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 13.6 13.6 13.6 13.6 11.2 11.2Actuated g/C Ratio 0.41 0.41 0.41 0.41 0.34 0.34v/c Ratio 0.34 0.26 0.10 0.29 0.31 0.06Control Delay 7.6 2.8 7.2 7.3 9.1 4.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.6 2.8 7.2 7.3 9.1 4.2LOS A A A A A AApproach Delay 6.3 7.3 8.7Approach LOS A A A









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 408 151 28 348 296 27Future Volume (vph) 408 151 28 348 296 27Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3137 1300 1408 3167 3014 1488Flt Permitted 1.00 1.00 0.50 1.00 0.95 1.00Satd. Flow (perm) 3137 1300 734 3167 3014 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 443 164 30 378 322 29RTOR Reduction (vph) 0 96 0 0 0 19Lane Group Flow (vph) 443 68 30 378 322 10Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 6% 13% 18% 5% 7% 0%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 11.1 11.1 11.1 11.1 9.1 9.1Effective Green, g (s) 13.6 13.6 13.6 13.6 11.2 11.2Actuated g/C Ratio 0.41 0.41 0.41 0.41 0.34 0.34Clearance Time (s) 6.5 6.5 6.5 6.5 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1300 539 304 1313 1029 508v/s Ratio Prot c0.14 0.12 c0.11v/s Ratio Perm 0.05 0.04 0.01v/c Ratio 0.34 0.13 0.10 0.29 0.31 0.02Uniform Delay, d1 6.5 5.9 5.9 6.4 8.0 7.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.1 0.1 0.1 0.2 0.0Delay (s) 6.7 6.0 6.0 6.5 8.1 7.2Level of Service A A A A A AApproach Delay (s) 6.5 6.5 8.0Approach LOS A A A




Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 182 6 264 0 0 121Future Volume (vph) 182 6 264 0 0 121Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 0.95Frt 0.995Flt Protected 0.954Satd. Flow (prot) 3046 0 3167 0 0 3325Flt Permitted 0.954Satd. Flow (perm) 3046 0 3167 0 0 3325Right Turn on Red Yes YesSatd. Flow (RTOR) 7Link Speed (k/h) 50 50 50Link Distance (m) 73.1 82.4 61.6Travel Time (s) 5.3 5.9 4.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 0% 5% 0% 5% 0%Adj. Flow (vph) 198 7 287 0 0 132Shared Lane Traffic (%)Lane Group Flow (vph) 205 0 287 0 0 132Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 7.2 0.0 0.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Number of Detectors 1 2 2Detector Template Left Thru ThruLeading Detector (m) 2.0 10.0 10.0Trailing Detector (m) 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot NA NAProtected Phases 6 8Permitted Phases 4Detector Phase 6 8 4Switch Phase



Lane Group WBL WBR NBT NBR SBL SBTMinimum Initial (s) 8.0 8.0 8.0Minimum Split (s) 25.1 22.5 22.5Total Split (s) 28.2 22.5 22.5Total Split (%) 55.6% 44.4% 44.4%Maximum Green (s) 22.1 16.4 16.4Yellow Time (s) 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.1 2.3 2.3Recall Mode Min Min MinWalk Time (s) 8.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s) 10.1 10.3 10.3Actuated g/C Ratio 0.36 0.36 0.36v/c Ratio 0.19 0.25 0.11Control Delay 6.7 7.0 6.3Queue Delay 0.0 0.0 0.0Total Delay 6.7 7.0 6.3LOS A A AApproach Delay 6.7 7.0 6.3Approach LOS A A A









Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 182 6 264 0 0 121Future Volume (vph) 182 6 264 0 0 121Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95Frt 0.99 1.00 1.00Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 3046 3167 3325Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 3046 3167 3325Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 198 7 287 0 0 132RTOR Reduction (vph) 5 0 0 0 0 0Lane Group Flow (vph) 200 0 287 0 0 132Heavy Vehicles (%) 6% 0% 5% 0% 5% 0%Turn Type Prot NA NAProtected Phases 6 8Permitted Phases 4Actuated Green, G (s) 8.0 8.2 8.2Effective Green, g (s) 10.1 10.3 10.3Actuated g/C Ratio 0.36 0.36 0.36Clearance Time (s) 6.1 6.1 6.1Vehicle Extension (s) 2.1 2.3 2.3Lane Grp Cap (vph) 1083 1148 1205v/s Ratio Prot c0.07 c0.09v/s Ratio Perm 0.04v/c Ratio 0.19 0.25 0.11Uniform Delay, d1 6.3 6.3 6.0Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.0 0.1 0.0Delay (s) 6.3 6.4 6.0Level of Service A A AApproach Delay (s) 6.3 6.4 6.0Approach LOS A A A




Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 325 4 0 231 320 219Future Volume (vph) 325 4 0 231 320 219Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95Ped Bike Factor 0.99Frt 0.998 0.939Flt Protected 0.953Satd. Flow (prot) 1648 0 0 3197 2994 0Flt Permitted 0.953Satd. Flow (perm) 1648 0 0 3197 2994 0Right Turn on Red Yes YesSatd. Flow (RTOR) 1 238Link Speed (k/h) 50 50 50Link Distance (m) 117.2 130.2 309.8Travel Time (s) 8.4 9.4 22.3Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 0% 0% 4% 5% 1%Adj. Flow (vph) 353 4 0 251 348 238Shared Lane Traffic (%)Lane Group Flow (vph) 357 0 0 251 586 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 1 2 2Detector Template Left Left Thru ThruLeading Detector (m) 2.0 2.0 10.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 2.0 0.6 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2



Lane Group EBL EBR NBL NBT SBT SBRDetector Phase 4 2 2 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0Minimum Split (s) 24.3 34.0 34.0 34.0Total Split (s) 31.3 42.0 42.0 42.0Total Split (%) 42.7% 57.3% 57.3% 57.3%Maximum Green (s) 25.0 35.0 35.0 35.0Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.9 2.9 2.9Lost Time Adjust (s) -2.3 -3.0 -3.0Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.2 2.2 2.2 2.2Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 14.8 14.4 14.4Actuated g/C Ratio 0.40 0.39 0.39v/c Ratio 0.55 0.20 0.45Control Delay 12.4 9.0 6.7Queue Delay 0.0 0.0 0.0Total Delay 12.4 9.0 6.7LOS B A AApproach Delay 12.4 9.0 6.7Approach LOS B A A
















Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 8 2Detector Phase 7 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0 10.0 8.0 8.0 10.0 10.0Minimum Split (s) 12.5 34.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (s) 18.0 52.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (%) 13.9% 40.5% 26.6% 26.6% 26.6% 29.7% 29.7% 29.7% 29.7%Maximum Green (s) 15.0 45.0 27.0 27.0 27.0 31.0 31.0 31.0 31.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4Lost Time Adjust (s) 1.0 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Recall Mode Min Min Min Min Min None None Min MinWalk Time (s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 24.5 24.5 13.5 13.5 13.5 13.5Actuated g/C Ratio 0.53 0.53 0.29 0.29 0.29 0.29v/c Ratio 0.08 0.16 0.21 0.05 0.14 0.06Control Delay 5.6 6.1 13.7 0.2 12.6 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 5.6 6.1 13.7 0.2 12.6 0.1LOS A A B A B AApproach Delay 6.0 10.9 8.3Approach LOS A B A

Intersection SummaryArea Type: OtherCycle Length: 129.5Actuated Cycle Length: 46Natural Cycle: 125Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.21Intersection Signal Delay: 8.0 Intersection LOS: AIntersection Capacity Utilization 24.3% ICU Level of Service AAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 44 136 0 0 93 24 0 0 0 115 0 61Future Volume (vph) 44 136 0 0 93 24 0 0 0 115 0 61Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1716 1651 1430 3014 1458Flt Permitted 0.48 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 838 1716 1651 1430 3014 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 48 148 0 0 101 26 0 0 0 125 0 66RTOR Reduction (vph) 0 0 0 0 0 18 0 0 0 0 47 0Lane Group Flow (vph) 48 148 0 0 101 8 0 0 0 125 19 0Heavy Vehicles (%) 0% 2% 0% 0% 6% 4% 0% 0% 0% 7% 0% 2%Turn Type pm+pt NA Perm NA Perm Split NAProtected Phases 7 4 8 2 6 6Permitted Phases 4 8 8 2Actuated Green, G (s) 21.0 21.0 10.0 10.0 10.0 10.0Effective Green, g (s) 20.0 24.5 13.5 13.5 13.5 13.5Actuated g/C Ratio 0.43 0.53 0.29 0.29 0.29 0.29Clearance Time (s) 3.0 7.5 7.5 7.5 7.5 7.5Vehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2Lane Grp Cap (vph) 489 913 484 419 884 427v/s Ratio Prot 0.01 c0.09 c0.06 c0.04 0.01v/s Ratio Perm 0.03 0.01v/c Ratio 0.10 0.16 0.21 0.02 0.14 0.05Uniform Delay, d1 7.7 5.5 12.2 11.5 12.0 11.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.1 0.0 0.0 0.0Delay (s) 7.8 5.5 12.3 11.6 12.0 11.7Level of Service A A B B B BApproach Delay (s) 6.1 12.2 0.0 11.9Approach LOS A B A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3Total Split (s) 46.3 46.3 46.3 46.3 36.3 36.3 36.3 36.3Total Split (%) 56.1% 56.1% 56.1% 56.1% 43.9% 43.9% 43.9% 43.9%Maximum Green (s) 40.0 40.0 40.0 40.0 30.0 30.0 30.0 30.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 42.3 42.3 32.3 32.3Actuated g/C Ratio 0.51 0.51 0.39 0.39v/c Ratio 0.12 1.04 0.77 1.09Control Delay 10.9 70.6 24.2 102.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.9 70.6 24.2 102.5LOS B E C FApproach Delay 10.9 70.6 24.2 102.5Approach LOS B E C F

Intersection SummaryArea Type: OtherCycle Length: 82.6Actuated Cycle Length: 82.6Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.09Intersection Signal Delay: 60.2 Intersection LOS: EIntersection Capacity Utilization 103.5% ICU Level of Service GAnalysis Period (min) 15




Lane Group EBT WBT NBT SBTLane Group Flow (vph) 82 656 516 373v/c Ratio 0.12 1.04 0.77 1.09Control Delay 10.9 70.6 24.2 102.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.9 70.6 24.2 102.5Queue Length 50th (m) 6.6 ~118.6 51.8 ~69.9Queue Length 95th (m) 13.9 #184.9 #98.5 #124.4Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m)Base Capacity (vph) 711 628 674 342Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.12 1.04 0.77 1.09




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Future Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00Frt 1.00 0.98 0.91 0.99Flt Protected 0.99 0.97 1.00 0.98Satd. Flow (prot) 1597 1582 1490 1601Flt Permitted 0.86 0.74 1.00 0.53Satd. Flow (perm) 1389 1213 1489 866Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 63 1 458 113 85 1 164 351 135 204 34RTOR Reduction (vph) 0 0 0 0 6 0 0 93 0 0 4 0Lane Group Flow (vph) 0 82 0 0 650 0 0 423 0 0 369 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 40.0 40.0 30.0 30.0Effective Green, g (s) 42.3 42.3 32.3 32.3Actuated g/C Ratio 0.51 0.51 0.39 0.39Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 711 621 582 338v/s Ratio Protv/s Ratio Perm 0.06 c0.54 0.28 c0.43v/c Ratio 0.11 1.05 0.73 1.09Uniform Delay, d1 10.4 20.1 21.4 25.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 48.8 6.3 75.5Delay (s) 10.6 68.9 27.7 100.7Level of Service B E C FApproach Delay (s) 10.6 68.9 27.7 100.7Approach LOS B E C F

Intersection SummaryHCM 2000 Control Delay 60.2 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.06Actuated Cycle Length (s) 82.6 Sum of lost time (s) 8.0Intersection Capacity Utilization 103.5% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 34 5 2 230 190 17Future Volume (vph) 34 5 2 230 190 17Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.984 0.989Flt Protected 0.958Satd. Flow (prot) 1532 0 0 1693 1625 0Flt Permitted 0.958Satd. Flow (perm) 1532 0 0 1693 1625 0Link Speed (k/h) 50 50 50Link Distance (m) 216.2 600.6 677.2Travel Time (s) 15.6 43.2 48.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 20% 50% 3% 6% 12%Adj. Flow (vph) 37 5 2 250 207 18Shared Lane Traffic (%)Lane Group Flow (vph) 42 0 0 252 225 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Stop Free Free




































































Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 202 202 420 420 575Volume Left 0 0 0 0 177Volume Right 0 0 0 0 398cSH 1700 1700 1700 1700 984Volume to Capacity 0.12 0.12 0.25 0.25 0.58Queue Length 95th (m) 0.0 0.0 0.0 0.0 31.3Control Delay (s) 0.0 0.0 0.0 0.0 19.4Lane LOS CApproach Delay (s) 0.0 0.0 19.4Approach LOS C









Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 117 226 203 72 208Volume Left (vph) 117 0 0 72 0Volume Right (vph) 0 0 43 0 208Hadj (s) 0.50 0.22 -0.09 0.55 -0.60Departure Headway (s) 6.0 5.7 5.4 6.5 5.3Degree Utilization, x 0.20 0.36 0.31 0.13 0.31Capacity (veh/h) 568 602 629 524 634Control Delay (s) 9.3 10.8 10.8 9.2 9.5Approach Delay (s) 10.3 10.8 9.4Approach LOS B B A

Intersection SummaryDelay 10.1Level of Service BIntersection Capacity Utilization 31.5% ICU Level of Service AAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Existing Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Existing Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 183 321 213 213 99 111 29Volume Left 22 0 0 0 0 111 0Volume Right 0 0 0 0 99 0 29cSH 1144 1700 1700 1700 1700 358 786Volume to Capacity 0.02 0.19 0.13 0.13 0.06 0.31 0.04Queue Length 95th (m) 0.5 0.0 0.0 0.0 0.0 10.3 0.9Control Delay (s) 1.1 0.0 0.0 0.0 0.0 19.5 9.8Lane LOS A C AApproach Delay (s) 0.4 0.0 17.5Approach LOS C



Timing Plan: SAT Peak Hour Synchro 9 ReportPTSL Page 1




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 22.1 22.1 22.1 32.6 32.6 20.5 20.5 20.5 20.5 20.5Actuated g/C Ratio 0.36 0.36 0.36 0.53 0.53 0.33 0.33 0.33 0.33 0.33v/c Ratio 0.46 0.62 0.05 0.32 0.49 0.15 0.13 0.26 0.62 0.34Control Delay 26.0 19.7 0.2 11.3 9.3 17.3 16.4 4.9 26.0 15.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 19.7 0.2 11.3 9.3 17.3 16.4 4.9 26.0 15.6LOS C B A B A B B A C BApproach Delay 19.8 9.5 10.5 21.6Approach LOS B A B C









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 85 667 26 93 516 238 49 70 134 231 111 58Future Volume (vph) 85 667 26 93 516 238 49 70 134 231 111 58Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.99 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1551 3260 1466 1646 3061 1628 1750 1382 1642 1563Flt Permitted 0.34 1.00 1.00 0.20 1.00 0.62 1.00 1.00 0.71 1.00Satd. Flow (perm) 559 3260 1466 353 3061 1067 1750 1382 1223 1563Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 92 725 28 101 561 259 53 76 146 251 121 63RTOR Reduction (vph) 0 0 18 0 61 0 0 0 97 0 23 0Lane Group Flow (vph) 92 725 10 101 759 0 53 76 49 251 161 0Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 19.8 19.8 19.8 30.2 30.2 18.1 18.1 18.1 18.1 18.1Effective Green, g (s) 22.1 22.1 22.1 29.2 32.5 20.4 20.4 20.4 20.4 20.4Actuated g/C Ratio 0.36 0.36 0.36 0.48 0.53 0.33 0.33 0.33 0.33 0.33Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 202 1183 531 305 1633 357 586 462 409 523v/s Ratio Prot c0.22 0.03 c0.25 0.04 0.10v/s Ratio Perm 0.16 0.01 0.12 0.05 0.04 c0.21v/c Ratio 0.46 0.61 0.02 0.33 0.47 0.15 0.13 0.11 0.61 0.31Uniform Delay, d1 14.8 15.9 12.4 9.8 8.8 14.2 14.1 14.0 17.0 15.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.2 0.8 0.0 0.5 0.2 0.1 0.1 0.1 2.3 0.2Delay (s) 16.0 16.7 12.5 10.3 9.0 14.3 14.2 14.0 19.3 15.3Level of Service B B B B A B B B B BApproach Delay (s) 16.5 9.1 14.1 17.6Approach LOS B A B B




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 749 28 128 494 0 0 0 0 337 54 217Future Volume (vph) 0 749 28 128 494 0 0 0 0 337 54 217Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 1.00 1.00Frt 0.995 0.850Flt Protected 0.950 0.950 0.965Satd. Flow (prot) 0 4706 0 1662 3228 0 0 0 0 1564 1563 1488Flt Permitted 0.211 0.950 0.965Satd. Flow (perm) 0 4706 0 369 3228 0 0 0 0 1564 1563 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 7 236Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 7 4 4 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Adj. Flow (vph) 0 814 30 139 537 0 0 0 0 366 59 236Shared Lane Traffic (%) 42%Lane Group Flow (vph) 0 844 0 139 537 0 0 0 0 212 213 236Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 2 1 2 1Detector Template Thru Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 18.3 29.9 29.9 16.3 16.3 16.3Actuated g/C Ratio 0.34 0.55 0.55 0.30 0.30 0.30v/c Ratio 0.53 0.36 0.30 0.45 0.46 0.39Control Delay 16.2 9.6 7.6 19.8 19.8 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.2 9.6 7.6 19.8 19.8 4.8LOS B A A B B AApproach Delay 16.2 8.0 14.4Approach LOS B A B









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 749 28 128 494 0 0 0 0 337 54 217Future Volume (vph) 0 749 28 128 494 0 0 0 0 337 54 217Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.95 0.95 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4704 1662 3228 1564 1563 1488Flt Permitted 1.00 0.21 1.00 0.95 0.97 1.00Satd. Flow (perm) 4704 368 3228 1564 1563 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 814 30 139 537 0 0 0 0 366 59 236RTOR Reduction (vph) 0 5 0 0 0 0 0 0 0 0 0 165Lane Group Flow (vph) 0 839 0 139 537 0 0 0 0 212 213 71Confl. Peds. (#/hr) 7 4 4 7Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6Actuated Green, G (s) 16.0 27.6 27.6 13.9 13.9 13.9Effective Green, g (s) 18.3 26.6 29.9 16.2 16.2 16.2Actuated g/C Ratio 0.34 0.49 0.55 0.30 0.30 0.30Clearance Time (s) 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1591 362 1784 468 468 445v/s Ratio Prot c0.18 c0.05 0.17v/s Ratio Perm 0.13 0.14 0.14 0.05v/c Ratio 0.53 0.38 0.30 0.45 0.46 0.16Uniform Delay, d1 14.4 8.3 6.5 15.4 15.4 13.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.7 0.1 0.7 0.7 0.2Delay (s) 14.7 9.0 6.6 16.1 16.1 14.1Level of Service B A A B B BApproach Delay (s) 14.7 7.1 0.0 15.4Approach LOS B A A B




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 900 0 0 567 78 94Future Volume (vph) 900 0 0 567 78 94Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3260 0 0 3260 3101 1458Flt Permitted 0.950Satd. Flow (perm) 3260 0 0 3260 3101 1458Right Turn on Red Yes YesSatd. Flow (RTOR) 88Link Speed (k/h) 50 50 50Link Distance (m) 72.6 48.7 79.4Travel Time (s) 5.2 3.5 5.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Adj. Flow (vph) 978 0 0 616 85 102Shared Lane Traffic (%)Lane Group Flow (vph) 978 0 0 616 85 102Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Detector Phase 4 8 2 2Switch Phase



Lane Group EBT EBR WBL WBT NBL NBRMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 20.2 20.2 12.4 12.4Actuated g/C Ratio 0.50 0.50 0.30 0.30v/c Ratio 0.61 0.38 0.09 0.20Control Delay 9.0 6.9 12.2 6.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.0 6.9 12.2 6.1LOS A A B AApproach Delay 9.0 6.9 8.8Approach LOS A A A









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 900 0 0 567 78 94Future Volume (vph) 900 0 0 567 78 94Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 0.97 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3260 3260 3101 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3260 3260 3101 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 978 0 0 616 85 102RTOR Reduction (vph) 0 0 0 0 0 61Lane Group Flow (vph) 978 0 0 616 85 41Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 17.9 17.9 10.1 10.1Effective Green, g (s) 20.2 20.2 12.4 12.4Actuated g/C Ratio 0.50 0.50 0.31 0.31Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1621 1621 947 445v/s Ratio Prot c0.30 0.19 0.03v/s Ratio Perm c0.03v/c Ratio 0.60 0.38 0.09 0.09Uniform Delay, d1 7.3 6.3 10.1 10.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.1 0.0 0.1Delay (s) 8.0 6.5 10.1 10.2Level of Service A A B BApproach Delay (s) 8.0 6.5 10.1Approach LOS A A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Detector Phase 4 4 4 3 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 32.0 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.5 48.5 32.0 32.0 32.0 32.0 32.0Total Split (%) 44.7% 44.7% 44.7% 15.5% 60.2% 39.8% 39.8% 39.8% 39.8% 39.8%Maximum Green (s) 28.0 28.0 28.0 9.5 40.5 24.0 24.0 24.0 24.0 24.0Yellow Time (s) 4.5 4.5 4.5 3.0 4.5 4.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 0.0 3.5 3.5 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 1.0 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 28.1 28.1 28.1 40.6 40.6 28.1 28.1 28.1 28.1 28.1Actuated g/C Ratio 0.37 0.37 0.37 0.53 0.53 0.37 0.37 0.37 0.37 0.37v/c Ratio 0.13 0.67 0.70 1.09 0.48 1.22 0.03 0.50 0.04 0.05Control Delay 17.5 23.4 11.1 97.0 12.1 144.0 17.3 6.3 17.6 8.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 17.5 23.4 11.1 97.0 12.1 144.0 17.3 6.3 17.6 8.3LOS B C B F B F B A B AApproach Delay 18.4 35.9 88.1 11.7Approach LOS B D F B

Intersection SummaryArea Type: OtherCycle Length: 80.5Actuated Cycle Length: 76.7Natural Cycle: 100Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.22Intersection Signal Delay: 42.8 Intersection LOS: DIntersection Capacity Utilization 87.9% ICU Level of Service EAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 29 805 546 318 817 564 16 372 17 29v/c Ratio 0.13 0.67 0.70 1.09 0.48 1.22 0.03 0.50 0.04 0.05Control Delay 17.5 23.4 11.1 97.0 12.1 144.0 17.3 6.3 17.6 8.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 17.5 23.4 11.1 97.0 12.1 144.0 17.3 6.3 17.6 8.3Queue Length 50th (m) 2.9 52.9 16.1 ~37.0 37.7 ~111.8 1.6 4.4 1.7 0.3Queue Length 95th (m) 8.6 72.0 51.6 #88.1 51.5 #178.1 5.8 25.0 6.1 5.7Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 15.0Base Capacity (vph) 251 1377 835 292 1889 462 640 740 477 544Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.12 0.58 0.65 1.09 0.43 1.22 0.03 0.50 0.04 0.05




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 27 741 502 293 717 35 519 15 342 16 3 24Future Volume (vph) 27 741 502 293 717 35 519 15 342 16 3 24Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1450 1630 3240 1625 1750 1451 1658 1443Flt Permitted 0.34 1.00 1.00 0.16 1.00 0.74 1.00 1.00 0.75 1.00Satd. Flow (perm) 601 3292 1450 267 3240 1263 1750 1451 1304 1443Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 29 805 546 318 779 38 564 16 372 17 3 26RTOR Reduction (vph) 0 0 250 0 5 0 0 0 208 0 16 0Lane Group Flow (vph) 29 805 296 318 812 0 564 16 164 17 13 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 2 2 6Actuated Green, G (s) 24.1 24.1 24.1 36.6 36.6 24.1 24.1 24.1 24.1 24.1Effective Green, g (s) 28.1 28.1 28.1 35.6 40.6 28.1 28.1 28.1 28.1 28.1Actuated g/C Ratio 0.37 0.37 0.37 0.46 0.53 0.37 0.37 0.37 0.37 0.37Clearance Time (s) 8.0 8.0 8.0 3.0 8.0 8.0 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 220 1206 531 274 1715 462 641 531 477 528v/s Ratio Prot 0.24 c0.13 0.25 0.01 0.01v/s Ratio Perm 0.05 0.20 c0.41 c0.45 0.11 0.01v/c Ratio 0.13 0.67 0.56 1.16 0.47 1.22 0.02 0.31 0.04 0.02Uniform Delay, d1 16.2 20.4 19.4 16.4 11.3 24.3 15.5 17.4 15.6 15.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 1.3 1.0 105.0 0.2 117.6 0.0 0.2 0.0 0.0Delay (s) 16.4 21.7 20.4 121.3 11.5 141.9 15.6 17.6 15.6 15.5Level of Service B C C F B F B B B BApproach Delay (s) 21.0 42.3 91.2 15.6Approach LOS C D F B

Intersection SummaryHCM 2000 Control Delay 46.8 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.14Actuated Cycle Length (s) 76.7 Sum of lost time (s) 12.0Intersection Capacity Utilization 87.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Detector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9%Maximum Green (s) 22.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6Lost Time Adjust (s) 1.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 50.9 40.0 33.4 26.5 38.4 30.4 37.6 30.0Actuated g/C Ratio 0.50 0.40 0.33 0.26 0.38 0.30 0.37 0.30v/c Ratio 0.93 0.80 0.45 1.00 1.29 0.48 0.44 0.90Control Delay 57.3 33.4 24.0 67.7 185.2 30.1 23.6 45.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 57.3 33.4 24.0 67.7 185.2 30.1 23.6 45.1LOS E C C E F C C DApproach Delay 39.8 63.6 110.9 40.0Approach LOS D E F D

Intersection SummaryArea Type: OtherCycle Length: 105.1Actuated Cycle Length: 101Natural Cycle: 120Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.29Intersection Signal Delay: 56.7 Intersection LOS: EIntersection Capacity Utilization 102.5% ICU Level of Service GAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 370 1010 88 848 266 245 155 494v/c Ratio 0.93 0.80 0.45 1.00 1.29 0.48 0.44 0.90Control Delay 57.3 33.4 24.0 67.7 185.2 30.1 23.6 45.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 57.3 33.4 24.0 67.7 185.2 30.1 23.6 45.1Queue Length 50th (m) 61.7 99.6 9.9 ~102.4 ~54.4 38.3 20.4 73.0Queue Length 95th (m) #120.9 #142.8 18.8 #142.6 #107.2 62.3 34.8 #133.4Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 407 1268 423 852 207 562 356 601Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.91 0.80 0.21 1.00 1.29 0.44 0.44 0.82




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 340 791 138 81 659 121 245 164 62 143 119 336Future Volume (vph) 340 791 138 81 659 121 245 164 62 143 119 336Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00Frt 1.00 0.98 1.00 0.98 1.00 0.96 1.00 0.89Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1599 3174 1629 3193 1629 1642 1620 1512Flt Permitted 0.15 1.00 0.19 1.00 0.15 1.00 0.45 1.00Satd. Flow (perm) 248 3174 318 3193 257 1642 771 1512Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 370 860 150 88 716 132 266 178 67 155 129 365RTOR Reduction (vph) 0 11 0 0 14 0 0 13 0 0 100 0Lane Group Flow (vph) 370 999 0 88 834 0 266 232 0 155 394 0Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 48.5 37.6 32.0 24.1 36.7 27.7 35.9 27.3Effective Green, g (s) 47.5 40.0 30.0 26.5 34.7 30.4 33.9 30.0Actuated g/C Ratio 0.47 0.40 0.30 0.26 0.34 0.30 0.34 0.30Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2Lane Grp Cap (vph) 389 1258 184 838 197 494 322 449v/s Ratio Prot c0.19 0.31 0.03 c0.26 c0.11 0.14 0.04 0.26v/s Ratio Perm 0.25 0.11 c0.36 0.13v/c Ratio 0.95 0.79 0.48 1.00 1.35 0.47 0.48 0.88Uniform Delay, d1 27.9 26.8 26.7 37.1 29.6 28.7 24.9 33.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 33.1 3.4 1.4 29.7 187.3 0.4 0.8 16.9Delay (s) 61.0 30.2 28.1 66.8 216.9 29.0 25.7 50.6Level of Service E C C E F C C DApproach Delay (s) 38.4 63.2 126.8 44.6Approach LOS D E F D

Intersection SummaryHCM 2000 Control Delay 59.3 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.09Actuated Cycle Length (s) 100.9 Sum of lost time (s) 16.0Intersection Capacity Utilization 102.5% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 231 498 62 5 451 128 58 44 13 148 60 234Future Volume (vph) 231 498 62 5 451 128 58 44 13 148 60 234Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 0 0 0 0 0 0 1 0Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.99 1.00 1.00 0.99Frt 0.988 0.967 0.985 0.881Flt Protected 0.986 0.975 0.950Satd. Flow (prot) 0 3146 0 0 3108 0 0 1648 0 1646 1495 0Flt Permitted 0.576 0.949 0.493 0.696Satd. Flow (perm) 0 1838 0 0 2950 0 0 832 0 1201 1495 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 14 41 9 254Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Adj. Flow (vph) 251 541 67 5 490 139 63 48 14 161 65 254Shared Lane Traffic (%)Lane Group Flow (vph) 0 859 0 0 634 0 0 125 0 161 319 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type custom NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 7 8 2 6Detector Phase 7 4 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 17.0 27.1 27.1 27.1 33.1 33.1 33.1 33.1Total Split (s) 17.0 46.1 29.1 29.1 41.1 41.1 41.1 41.1Total Split (%) 19.5% 52.9% 33.4% 33.4% 47.1% 47.1% 47.1% 47.1%Maximum Green (s) 14.0 40.0 23.0 23.0 35.0 35.0 35.0 35.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0Act Effct Green (s) 42.3 33.3 16.4 16.4 16.4Actuated g/C Ratio 0.63 0.50 0.25 0.25 0.25v/c Ratio 0.73 0.43 0.60 0.55 0.57Control Delay 14.7 11.8 32.5 29.0 9.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.7 11.8 32.5 29.0 9.7LOS B B C C AApproach Delay 14.7 11.8 32.5 16.2Approach LOS B B C B

Intersection SummaryArea Type: OtherCycle Length: 87.2Actuated Cycle Length: 66.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.73Intersection Signal Delay: 15.2 Intersection LOS: BIntersection Capacity Utilization 85.6% ICU Level of Service EAnalysis Period (min) 15




Lane Group EBT WBT NBT SBL SBTLane Group Flow (vph) 859 634 125 161 319v/c Ratio 0.73 0.43 0.60 0.55 0.57Control Delay 14.7 11.8 32.5 29.0 9.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.7 11.8 32.5 29.0 9.7Queue Length 50th (m) 33.5 23.5 13.3 18.2 6.7Queue Length 95th (m) #84.5 44.9 29.4 35.0 26.2Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 25.0Base Capacity (vph) 1170 1491 469 671 947Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.73 0.43 0.27 0.24 0.34




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 231 498 62 5 451 128 58 44 13 148 60 234Future Volume (vph) 231 498 62 5 451 128 58 44 13 148 60 234Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00Frt 0.99 0.97 0.98 1.00 0.88Flt Protected 0.99 1.00 0.98 0.95 1.00Satd. Flow (prot) 3144 3109 1647 1641 1496Flt Permitted 0.58 0.95 0.49 0.70 1.00Satd. Flow (perm) 1839 2951 832 1202 1496Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 251 541 67 5 490 139 63 48 14 161 65 254RTOR Reduction (vph) 0 5 0 0 21 0 0 7 0 0 192 0Lane Group Flow (vph) 0 854 0 0 613 0 0 118 0 161 127 0Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Turn Type custom NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 7 8 2 6Actuated Green, G (s) 40.2 31.2 14.3 14.3 14.3Effective Green, g (s) 42.3 33.3 16.4 16.4 16.4Actuated g/C Ratio 0.63 0.50 0.25 0.25 0.25Clearance Time (s) 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1166 1473 204 295 367v/s Ratio Prot 0.09v/s Ratio Perm c0.46 0.21 c0.14 0.13v/c Ratio 0.73 0.42 0.58 0.55 0.35Uniform Delay, d1 8.3 10.6 22.1 21.9 20.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.4 0.2 4.0 2.1 0.6Delay (s) 10.7 10.7 26.1 24.0 21.3Level of Service B B C C CApproach Delay (s) 10.7 10.7 26.1 22.2Approach LOS B B C C

Intersection SummaryHCM 2000 Control Delay 14.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 66.7 Sum of lost time (s) 11.0Intersection Capacity Utilization 85.6% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 479 12 7 425 189 11 7 9 226 10 67Future Volume (vph) 54 479 12 7 425 189 11 7 9 226 10 67Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 25.0 50.0 25.0 0.0 0.0 0.0Storage Lanes 1 1 1 1 1 0 1 0Taper Length (m) 75.0 50.0 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.99 1.00 0.99Frt 0.850 0.850 0.917 0.870Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1568 3292 1488 1662 3325 1417 1662 1605 0 1583 1454 0Flt Permitted 0.272 0.459 0.950 0.950Satd. Flow (perm) 449 3292 1488 803 3325 1398 1661 1605 0 1583 1454 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 80 205 10 73Link Speed (k/h) 50 50 50 50Link Distance (m) 310.8 136.7 108.4 168.0Travel Time (s) 22.4 9.8 7.8 12.1Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 1% 0% 0% 0% 5% 0% 0% 0% 5% 0% 4%Adj. Flow (vph) 59 521 13 8 462 205 12 8 10 246 11 73Shared Lane Traffic (%)Lane Group Flow (vph) 59 521 13 8 462 205 12 18 0 246 84 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 2Detector Template Left Thru Right Left Thru Right Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 28.4 28.4 28.4 17.7 17.7 17.7 10.4 10.4 19.9 19.9Actuated g/C Ratio 0.40 0.40 0.40 0.25 0.25 0.25 0.15 0.15 0.28 0.28v/c Ratio 0.21 0.40 0.02 0.04 0.56 0.41 0.05 0.07 0.56 0.18Control Delay 16.0 16.6 0.1 23.1 26.8 6.6 32.2 23.4 28.0 8.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.0 16.6 0.1 23.1 26.8 6.6 32.2 23.4 28.0 8.1LOS B B A C C A C C C AApproach Delay 16.2 20.6 26.9 22.9Approach LOS B C C C

Intersection SummaryArea Type: OtherCycle Length: 125.3Actuated Cycle Length: 71Natural Cycle: 125Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.56Intersection Signal Delay: 19.6 Intersection LOS: BIntersection Capacity Utilization 51.5% ICU Level of Service AAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 479 12 7 425 189 11 7 9 226 10 67Future Volume (vph) 54 479 12 7 425 189 11 7 9 226 10 67Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.92 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1568 3292 1488 1662 3325 1399 1662 1604 1583 1455Flt Permitted 0.27 1.00 1.00 0.46 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 449 3292 1488 804 3325 1399 1662 1604 1583 1455Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 521 13 8 462 205 12 8 10 246 11 73RTOR Reduction (vph) 0 0 8 0 0 153 0 9 0 0 53 0Lane Group Flow (vph) 59 521 5 8 462 52 12 9 0 246 31 0Confl. Peds. (#/hr) 1 1 1 1Heavy Vehicles (%) 6% 1% 0% 0% 0% 5% 0% 0% 0% 5% 0% 4%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 26.3 26.3 26.3 15.7 15.7 15.7 8.3 8.3 17.7 17.7Effective Green, g (s) 25.3 28.4 28.4 17.8 17.8 17.8 10.4 10.4 19.8 19.8Actuated g/C Ratio 0.36 0.40 0.40 0.25 0.25 0.25 0.15 0.15 0.28 0.28Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 265 1324 598 202 838 352 244 236 443 408v/s Ratio Prot 0.02 c0.16 c0.14 c0.01 0.01 c0.16 0.02v/s Ratio Perm 0.06 0.00 0.01 0.04v/c Ratio 0.22 0.39 0.01 0.04 0.55 0.15 0.05 0.04 0.56 0.08Uniform Delay, d1 15.6 15.0 12.7 19.9 22.9 20.5 25.9 25.8 21.6 18.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 0.0 0.1 0.6 0.1 0.1 0.1 1.9 0.1Delay (s) 15.9 15.1 12.7 20.0 23.6 20.6 26.0 25.9 23.5 18.8Level of Service B B B C C C C C C BApproach Delay (s) 15.1 22.6 25.9 22.3Approach LOS B C C C




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 613 116 31 464 117 47Future Volume (vph) 613 116 31 464 117 47Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3228 1403 1662 3228 3101 1488Flt Permitted 0.388 0.950Satd. Flow (perm) 3228 1386 679 3228 3097 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 126 51Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Confl. Peds. (#/hr) 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 6% 0% 3% 4% 0%Adj. Flow (vph) 666 126 34 504 127 51Shared Lane Traffic (%)Lane Group Flow (vph) 666 126 34 504 127 51Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0



Lane Group EBT EBR WBL WBT NBL NBRTurn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.0 35.0 35.0 35.0 32.0 32.0Yellow Time (s) 4.5 4.5 4.5 4.5 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 -2.5 -2.5Total Lost Time (s) 4.0 4.0 4.0 4.0 3.6 3.6Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 15.0 15.0 15.0 15.0 10.6 10.6Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.32 0.32v/c Ratio 0.46 0.18 0.11 0.35 0.13 0.10Control Delay 7.4 2.1 6.1 6.6 9.3 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.4 2.1 6.1 6.6 9.3 4.4LOS A A A A A AApproach Delay 6.5 6.5 7.9Approach LOS A A A









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 613 116 31 464 117 47Future Volume (vph) 613 116 31 464 117 47Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 3.6 3.6Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3228 1386 1662 3228 3101 1488Flt Permitted 1.00 1.00 0.39 1.00 0.95 1.00Satd. Flow (perm) 3228 1386 679 3228 3101 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 666 126 34 504 127 51RTOR Reduction (vph) 0 69 0 0 0 35Lane Group Flow (vph) 666 57 34 504 127 16Confl. Peds. (#/hr) 1 1 1Heavy Vehicles (%) 3% 6% 0% 3% 4% 0%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 12.5 12.5 12.5 12.5 8.1 8.1Effective Green, g (s) 15.0 15.0 15.0 15.0 10.6 10.6Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.32 0.32Clearance Time (s) 6.5 6.5 6.5 6.5 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1458 626 306 1458 990 475v/s Ratio Prot c0.21 0.16 c0.04v/s Ratio Perm 0.04 0.05 0.01v/c Ratio 0.46 0.09 0.11 0.35 0.13 0.03Uniform Delay, d1 6.3 5.2 5.3 5.9 8.0 7.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 0.2 0.1 0.1 0.0Delay (s) 6.5 5.3 5.4 6.0 8.1 7.8Level of Service A A A A A AApproach Delay (s) 6.3 6.0 8.0Approach LOS A A A
















Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 131 79 174 0 0 230Future Volume (vph) 131 79 174 0 0 230Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95Frt 0.94 1.00 1.00Flt Protected 0.97 1.00 1.00Satd. Flow (prot) 3045 3260 3260Flt Permitted 0.97 1.00 1.00Satd. Flow (perm) 3045 3260 3260Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 142 86 189 0 0 250RTOR Reduction (vph) 55 0 0 0 0 0Lane Group Flow (vph) 173 0 189 0 0 250Heavy Vehicles (%) 2% 2% 2% 0% 0% 2%Turn Type Prot NA NAProtected Phases 6 8Permitted Phases 4Actuated Green, G (s) 8.0 8.0 8.0Effective Green, g (s) 10.1 10.1 10.1Actuated g/C Ratio 0.36 0.36 0.36Clearance Time (s) 6.1 6.1 6.1Vehicle Extension (s) 2.1 2.3 2.3Lane Grp Cap (vph) 1090 1167 1167v/s Ratio Prot c0.06 0.06v/s Ratio Perm c0.08v/c Ratio 0.16 0.16 0.21Uniform Delay, d1 6.2 6.2 6.3Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.0 0.0 0.1Delay (s) 6.2 6.2 6.3Level of Service A A AApproach Delay (s) 6.2 6.2 6.3Approach LOS A A A




Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 378 12 2 259 263 388Future Volume (vph) 378 12 2 259 263 388Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95Frt 0.996 0.911Flt Protected 0.954Satd. Flow (prot) 1663 0 0 3198 2981 0Flt Permitted 0.954 0.948Satd. Flow (perm) 1663 0 0 3032 2981 0Right Turn on Red Yes YesSatd. Flow (RTOR) 2 422Link Speed (k/h) 50 50 50Link Distance (m) 117.2 130.2 309.8Travel Time (s) 8.4 9.4 22.3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 4% 4% 0%Adj. Flow (vph) 411 13 2 282 286 422Shared Lane Traffic (%)Lane Group Flow (vph) 424 0 0 284 708 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 1 2 2Detector Template Left Left Thru ThruLeading Detector (m) 2.0 2.0 10.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 2.0 0.6 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot Perm NA NAProtected Phases 4 2 6Permitted Phases 2Detector Phase 4 2 2 6Switch Phase



Lane Group EBL EBR NBL NBT SBT SBRMinimum Initial (s) 8.0 10.0 10.0 10.0Minimum Split (s) 24.3 34.0 34.0 34.0Total Split (s) 31.3 42.0 42.0 42.0Total Split (%) 42.7% 57.3% 57.3% 57.3%Maximum Green (s) 25.0 35.0 35.0 35.0Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.9 2.9 2.9Lost Time Adjust (s) -2.3 -3.0 -3.0Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.2 2.2 2.2 2.2Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 16.7 14.7 14.7Actuated g/C Ratio 0.42 0.37 0.37v/c Ratio 0.61 0.25 0.52Control Delay 13.1 10.4 5.8Queue Delay 0.0 0.0 0.0Total Delay 13.1 10.4 5.8LOS B B AApproach Delay 13.1 10.4 5.8Approach LOS B B A









Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 378 12 2 259 263 388Future Volume (vph) 378 12 2 259 263 388Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95Frt 1.00 1.00 0.91Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1662 3197 2980Flt Permitted 0.95 0.95 1.00Satd. Flow (perm) 1662 3031 2980Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 411 13 2 282 286 422RTOR Reduction (vph) 1 0 0 0 265 0Lane Group Flow (vph) 423 0 0 284 443 0Heavy Vehicles (%) 0% 0% 0% 4% 4% 0%Turn Type Prot Perm NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 14.3 11.6 11.6Effective Green, g (s) 16.6 14.6 14.6Actuated g/C Ratio 0.42 0.37 0.37Clearance Time (s) 6.3 7.0 7.0Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 703 1128 1109v/s Ratio Prot c0.25 c0.15v/s Ratio Perm 0.09v/c Ratio 0.60 0.25 0.40Uniform Delay, d1 8.7 8.5 9.1Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 0.1Delay (s) 9.8 8.6 9.2Level of Service A A AApproach Delay (s) 9.8 8.6 9.2Approach LOS A A A
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 59 63 0 0 95 36 0 0 0 190 0 75Future Volume (vph) 59 63 0 0 95 36 0 0 0 190 0 75Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1716 1667 1403 3101 1488Flt Permitted 0.48 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 837 1716 1667 1403 3101 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 64 68 0 0 103 39 0 0 0 207 0 82RTOR Reduction (vph) 0 0 0 0 0 28 0 0 0 0 58 0Lane Group Flow (vph) 64 68 0 0 103 11 0 0 0 207 24 0Heavy Vehicles (%) 0% 2% 0% 0% 5% 6% 0% 0% 0% 4% 0% 0%Turn Type pm+pt NA Perm NA Perm Split NAProtected Phases 7 4 8 2 6 6Permitted Phases 4 8 8 2Actuated Green, G (s) 21.1 21.1 10.0 10.0 10.0 10.0Effective Green, g (s) 20.1 24.6 13.5 13.5 13.5 13.5Actuated g/C Ratio 0.44 0.53 0.29 0.29 0.29 0.29Clearance Time (s) 3.0 7.5 7.5 7.5 7.5 7.5Vehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2Lane Grp Cap (vph) 492 915 488 410 908 435v/s Ratio Prot c0.02 0.04 c0.06 c0.07 0.02v/s Ratio Perm 0.04 0.01v/c Ratio 0.13 0.07 0.21 0.03 0.23 0.06Uniform Delay, d1 7.8 5.2 12.3 11.6 12.4 11.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.1 0.0 0.1 0.0Delay (s) 7.9 5.2 12.4 11.6 12.4 11.7Level of Service A A B B B BApproach Delay (s) 6.5 12.2 0.0 12.2Approach LOS A B A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3Total Split (s) 46.3 46.3 46.3 46.3 36.3 36.3 36.3 36.3Total Split (%) 56.1% 56.1% 56.1% 56.1% 43.9% 43.9% 43.9% 43.9%Maximum Green (s) 40.0 40.0 40.0 40.0 30.0 30.0 30.0 30.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 14.1 14.1 19.5 19.5Actuated g/C Ratio 0.34 0.34 0.47 0.47v/c Ratio 0.11 0.29 0.46 0.44Control Delay 11.4 8.1 7.5 10.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 11.4 8.1 7.5 10.0LOS B A A AApproach Delay 11.4 8.1 7.5 10.0Approach LOS B A A A

Intersection SummaryArea Type: OtherCycle Length: 82.6Actuated Cycle Length: 41.8Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.46Intersection Signal Delay: 8.7 Intersection LOS: AIntersection Capacity Utilization 58.0% ICU Level of Service BAnalysis Period (min) 15




Lane Group EBT WBT NBT SBTLane Group Flow (vph) 56 168 370 283v/c Ratio 0.11 0.29 0.46 0.44Control Delay 11.4 8.1 7.5 10.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 11.4 8.1 7.5 10.0Queue Length 50th (m) 2.6 4.0 10.8 11.8Queue Length 95th (m) 10.2 17.5 29.2 29.7Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m)Base Capacity (vph) 1491 1458 1279 1088Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.04 0.12 0.29 0.26




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 36 2 25 51 79 3 137 201 93 153 15Future Volume (vph) 14 36 2 25 51 79 3 137 201 93 153 15Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00Frt 1.00 0.93 0.92 0.99Flt Protected 0.99 0.99 1.00 0.98Satd. Flow (prot) 1719 1603 1594 1700Flt Permitted 0.90 0.95 1.00 0.79Satd. Flow (perm) 1574 1534 1591 1374Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 15 39 2 27 55 86 3 149 218 101 166 16RTOR Reduction (vph) 0 1 0 0 57 0 0 55 0 0 2 0Lane Group Flow (vph) 0 55 0 0 111 0 0 315 0 0 281 0Heavy Vehicles (%) 0% 0% 0% 2% 0% 1% 0% 1% 1% 1% 0% 0%Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 11.8 11.8 17.2 17.2Effective Green, g (s) 14.1 14.1 19.5 19.5Actuated g/C Ratio 0.34 0.34 0.47 0.47Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 533 519 745 644v/s Ratio Protv/s Ratio Perm 0.03 c0.07 0.20 c0.20v/c Ratio 0.10 0.21 0.42 0.44Uniform Delay, d1 9.4 9.8 7.3 7.4Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.6 1.1 1.3Delay (s) 9.7 10.4 8.4 8.7Level of Service A B A AApproach Delay (s) 9.7 10.4 8.4 8.7Approach LOS A B A A



























Direction, Lane # EB 1 NB 1 SB 1Volume Total 21 165 125Volume Left 5 7 0Volume Right 16 0 5cSH 852 1212 1700Volume to Capacity 0.02 0.01 0.07Queue Length 95th (m) 0.6 0.1 0.0Control Delay (s) 9.3 0.4 0.0Lane LOS A AApproach Delay (s) 9.3 0.4 0.0Approach LOS A









Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 46 34 176 135Volume Left 4 11 22 2Volume Right 33 9 5 4cSH 778 631 1404 1439Volume to Capacity 0.06 0.05 0.02 0.00Queue Length 95th (m) 1.5 1.4 0.4 0.0Control Delay (s) 9.9 11.0 1.1 0.1Lane LOS A B A AApproach Delay (s) 9.9 11.0 1.1 0.1Approach LOS A B








































Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 118 230 170 44 41 118Future Volume (vph) 118 230 170 44 41 118Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 1.0 50.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 50.0 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.972 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1630 1716 1668 0 1630 1458Flt Permitted 0.950 0.950Satd. Flow (perm) 1630 1716 1668 0 1630 1458Link Speed (k/h) 50 50 50Link Distance (m) 176.2 179.7 978.6Travel Time (s) 12.7 12.9 70.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 128 250 185 48 45 128Shared Lane Traffic (%)Lane Group Flow (vph) 128 250 233 0 45 128Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Stop Stop Stop





Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 128 250 233 45 128Volume Left (vph) 128 0 0 45 0Volume Right (vph) 0 0 48 0 128Hadj (s) 0.53 0.03 -0.09 0.53 -0.67Departure Headway (s) 5.8 5.3 5.1 6.5 5.3Degree Utilization, x 0.21 0.37 0.33 0.08 0.19Capacity (veh/h) 598 662 672 514 623Control Delay (s) 9.1 10.1 10.7 8.9 8.4Approach Delay (s) 9.7 10.7 8.5Approach LOS A B A

Intersection SummaryDelay 9.7Level of Service AIntersection Capacity Utilization 33.0% ICU Level of Service AAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Existing Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Existing Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 248 465 241 241 87 162 37Volume Left 16 0 0 0 0 162 0Volume Right 0 0 0 0 87 0 37cSH 1091 1700 1700 1700 1700 292 766Volume to Capacity 0.01 0.27 0.14 0.14 0.05 0.56 0.05Queue Length 95th (m) 0.4 0.0 0.0 0.0 0.0 25.1 1.2Control Delay (s) 0.7 0.0 0.0 0.0 0.0 31.7 9.9Lane LOS A D AApproach Delay (s) 0.2 0.0 27.7Approach LOS D




Appendix D

Existing Traffic Operations with Improvements Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Future Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 75.0 0.0 15.0 0.0Storage Lanes 1 1 1 0 2 1 1 0Taper Length (m) 40.0 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.98 1.00 0.97 0.99Frt 0.850 0.994 0.850 0.863Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1630 3260 1458 1630 3240 0 3162 1716 1458 1630 1481 0Flt Permitted 0.414 0.236 0.950 0.756Satd. Flow (perm) 710 3260 1434 404 3240 0 3162 1716 1422 1280 1481 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 198 6 86 21Link Speed (k/h) 50 50 50 50Link Distance (m) 92.8 615.8 309.8 194.6Travel Time (s) 6.7 44.3 22.3 14.0Confl. Peds. (#/hr) 5 5 12 12Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 62 604 237 125 604 23 95 3 86 14 2 21Shared Lane Traffic (%)Lane Group Flow (vph) 62 604 237 125 627 0 95 3 86 14 23 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NA

Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 38.0 38.0 38.0 10.5 48.5 9.5 41.5 41.5 32.0 32.0Total Split (%) 42.2% 42.2% 42.2% 11.7% 53.9% 10.6% 46.1% 46.1% 35.6% 35.6%Maximum Green (s) 31.7 31.7 31.7 7.5 42.2 5.0 35.2 35.2 25.7 25.7Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 2.2 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 17.8 17.8 17.8 27.7 27.7 7.3 19.9 19.9 10.4 10.4Actuated g/C Ratio 0.32 0.32 0.32 0.50 0.50 0.13 0.36 0.36 0.19 0.19v/c Ratio 0.27 0.58 0.40 0.38 0.39 0.23 0.00 0.15 0.06 0.08Control Delay 17.5 18.2 6.0 10.7 9.2 24.7 13.7 4.9 21.5 11.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 17.5 18.2 6.0 10.7 9.2 24.7 13.7 4.9 21.5 11.8LOS B B A B A C B A C BApproach Delay 15.0 9.5 15.3 15.5Approach LOS B A B B



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Future Volume (vph) 57 556 218 115 556 21 87 3 79 13 2 19Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 2.2 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 3260 1437 1630 3242 3162 1716 1429 1616 1481Flt Permitted 0.41 1.00 1.00 0.24 1.00 0.95 1.00 1.00 0.76 1.00Satd. Flow (perm) 710 3260 1437 405 3242 3162 1716 1429 1286 1481Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 62 604 237 125 604 23 95 3 86 14 2 21RTOR Reduction (vph) 0 0 135 0 3 0 0 0 55 0 17 0Lane Group Flow (vph) 62 604 102 125 624 0 95 3 31 14 6 0Confl. Peds. (#/hr) 5 5 12 12Turn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 15.4 15.4 15.4 25.4 25.4 5.0 17.6 17.6 8.1 8.1Effective Green, g (s) 17.7 17.7 17.7 24.4 27.7 7.3 19.9 19.9 10.4 10.4Actuated g/C Ratio 0.32 0.32 0.32 0.44 0.50 0.13 0.36 0.36 0.19 0.19Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 4.5 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 226 1037 457 309 1615 415 614 511 240 277v/s Ratio Prot c0.19 0.04 c0.19 c0.03 0.00 0.00v/s Ratio Perm 0.09 0.07 0.13 c0.02 0.01v/c Ratio 0.27 0.58 0.22 0.40 0.39 0.23 0.00 0.06 0.06 0.02Uniform Delay, d1 14.2 15.9 13.9 10.2 8.7 21.6 11.5 11.7 18.6 18.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.7 0.2 0.6 0.1 0.3 0.0 0.0 0.1 0.0Delay (s) 14.6 16.6 14.1 10.8 8.8 21.9 11.5 11.7 18.6 18.5Level of Service B B B B A C B B B BApproach Delay (s) 15.8 9.1 17.0 18.5Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Future Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 50.0 50.0Storage Lanes 1 0 1 0 1 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.99 1.00 1.00 0.99 0.99 1.00Frt 0.985 0.983 0.928 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1525 3032 0 1599 3008 0 1630 1536 0 1630 1699 1417Flt Permitted 0.269 0.474 0.593 0.660Satd. Flow (perm) 428 3032 0 794 3008 0 1017 1536 0 1129 1699 1417Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 11 12 46 141Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 12 5 5 12 4 4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Adj. Flow (vph) 132 440 48 62 476 60 135 80 73 52 70 141Shared Lane Traffic (%)Lane Group Flow (vph) 132 488 0 62 536 0 135 153 0 52 70 141Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0

Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9% 35.9%Maximum Green (s) 22.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 1.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 28.3 20.5 24.9 17.6 21.1 13.9 17.7 12.3 9.5Actuated g/C Ratio 0.46 0.33 0.40 0.29 0.34 0.23 0.29 0.20 0.15v/c Ratio 0.39 0.48 0.15 0.62 0.32 0.40 0.14 0.21 0.42Control Delay 12.6 17.8 9.5 22.5 16.9 19.9 15.2 24.7 9.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.6 17.8 9.5 22.5 16.9 19.9 15.2 24.7 9.8LOS B B A C B B B C AApproach Delay 16.7 21.2 18.5 14.8Approach LOS B C B B



Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer with Improvements


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 132 488 62 536 135 153 52 70 141v/c Ratio 0.39 0.48 0.15 0.62 0.32 0.40 0.14 0.21 0.42Control Delay 12.6 17.8 9.5 22.5 16.9 19.9 15.2 24.7 9.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.6 17.8 9.5 22.5 16.9 19.9 15.2 24.7 9.8Queue Length 50th (m) 7.9 22.4 3.4 27.2 10.2 10.3 3.7 7.0 0.0Queue Length 95th (m) 19.2 40.7 9.9 50.4 26.5 30.7 12.3 19.7 14.6Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 590 1364 692 1328 447 882 442 953 799Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.22 0.36 0.09 0.40 0.30 0.17 0.12 0.07 0.18


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Future Volume (vph) 121 405 44 57 438 55 124 74 67 48 64 130Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.98 1.00 0.93 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1523 3034 1596 3012 1630 1537 1628 1699 1417Flt Permitted 0.27 1.00 0.47 1.00 0.59 1.00 0.66 1.00 1.00Satd. Flow (perm) 432 3034 797 3012 1017 1537 1131 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 132 440 48 62 476 60 135 80 73 52 70 141RTOR Reduction (vph) 0 7 0 0 9 0 0 36 0 0 0 119Lane Group Flow (vph) 132 481 0 62 527 0 135 117 0 52 70 22Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 27.1 18.0 21.5 15.2 19.4 11.2 16.0 9.5 9.5Effective Green, g (s) 25.1 20.4 21.5 17.6 17.4 13.9 14.0 12.2 9.5Actuated g/C Ratio 0.41 0.33 0.35 0.29 0.28 0.23 0.23 0.20 0.16Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 322 1012 362 867 361 349 303 339 220v/s Ratio Prot c0.05 0.16 0.02 c0.18 c0.04 c0.08 0.02 0.04v/s Ratio Perm 0.11 0.04 0.06 0.02 0.02v/c Ratio 0.41 0.47 0.17 0.61 0.37 0.34 0.17 0.21 0.10Uniform Delay, d1 12.1 16.1 13.4 18.8 17.1 19.7 18.8 20.4 22.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.2 0.2 0.9 0.5 0.3 0.2 0.2 0.1Delay (s) 12.7 16.3 13.5 19.7 17.5 20.0 18.9 20.6 22.2Level of Service B B B B B C B C CApproach Delay (s) 15.5 19.0 18.9 21.1Approach LOS B B B C


Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Future Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 50.0 0.0 0.0 50.0 50.0 0.0Storage Lanes 0 0 1 0 0 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.998 0.913 0.850 0.980Flt Protected 0.992 0.950 0.999 0.950Satd. Flow (prot) 0 1631 0 1525 1465 0 0 1682 1430 1433 1430 0Flt Permitted 0.951 0.701 0.997 0.663Satd. Flow (perm) 0 1563 0 1125 1465 0 0 1679 1430 1000 1430 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 1 91 412 8Link Speed (k/h) 50 50 50 50Link Distance (m) 272.1 331.0 226.0 929.4Travel Time (s) 19.6 23.8 16.3 66.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 6% 0% 9% 5% 12% 0% 4% 4% 16% 23% 0%Adj. Flow (vph) 14 72 1 243 66 91 2 146 412 34 52 8Shared Lane Traffic (%)Lane Group Flow (vph) 0 87 0 243 157 0 0 148 412 34 60 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 1 2Detector Template Left Thru Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6

Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 39.0 39.0 39.0 39.0 41.0 41.0 41.0 41.0 41.0Total Split (%) 48.8% 48.8% 48.8% 48.8% 51.3% 51.3% 51.3% 51.3% 51.3%Maximum Green (s) 32.7 32.7 32.7 32.7 34.7 34.7 34.7 34.7 34.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 20.4 18.0 20.4 17.4 14.9 14.9 17.4Actuated g/C Ratio 0.44 0.39 0.44 0.38 0.32 0.32 0.38v/c Ratio 0.13 0.56 0.23 0.23 0.56 0.11 0.11Control Delay 8.7 17.1 5.2 12.4 5.2 13.6 10.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.7 17.1 5.2 12.4 5.2 13.6 10.5LOS A B A B A B BApproach Delay 8.7 12.4 7.1 11.6Approach LOS A B A B

Intersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 46.2Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.56Intersection Signal Delay: 9.5 Intersection LOS: AIntersection Capacity Utilization 54.1% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer with Improvements


Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 87 243 157 148 412 34 60v/c Ratio 0.13 0.56 0.23 0.23 0.56 0.11 0.11Control Delay 8.7 17.1 5.2 12.4 5.2 13.6 10.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.7 17.1 5.2 12.4 5.2 13.6 10.5Queue Length 50th (m) 3.7 14.2 2.8 7.7 0.0 1.9 2.6Queue Length 95th (m) 12.5 40.0 13.3 23.6 16.6 8.3 10.8Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m) 50.0 50.0 50.0Base Capacity (vph) 1237 840 1178 1385 1212 786 1181Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.07 0.29 0.13 0.11 0.34 0.04 0.05


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Future Volume (vph) 13 66 1 224 61 84 2 134 379 31 48 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.91 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1631 1525 1465 1682 1430 1433 1430Flt Permitted 0.95 0.70 1.00 1.00 1.00 0.66 1.00Satd. Flow (perm) 1564 1125 1465 1679 1430 1000 1430Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 14 72 1 243 66 91 2 146 412 34 52 8RTOR Reduction (vph) 0 1 0 0 50 0 0 0 277 0 5 0Lane Group Flow (vph) 0 86 0 243 107 0 0 148 135 34 55 0Heavy Vehicles (%) 8% 6% 0% 9% 5% 12% 0% 4% 4% 16% 23% 0%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 18.0 18.0 18.0 14.9 14.9 14.9 14.9Effective Green, g (s) 20.3 18.0 20.3 17.2 14.9 14.9 17.2Actuated g/C Ratio 0.45 0.40 0.45 0.38 0.33 0.33 0.38Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 697 445 653 634 468 327 540v/s Ratio Prot 0.07 0.04v/s Ratio Perm 0.06 c0.22 0.09 c0.09 0.03v/c Ratio 0.12 0.55 0.16 0.23 0.29 0.10 0.10Uniform Delay, d1 7.4 10.6 7.5 9.7 11.4 10.7 9.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 3.1 0.3 0.5 1.0 0.4 0.2Delay (s) 7.6 13.7 7.9 10.2 12.3 11.0 9.4Level of Service A B A B B B AApproach Delay (s) 7.6 11.4 11.8 10.0Approach LOS A B B A


Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer (with Improvements)





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 37.0 37.0 37.0 19.0 56.0 20.0 54.0 54.0 34.0 34.0Total Split (%) 33.6% 33.6% 33.6% 17.3% 50.9% 18.2% 49.1% 49.1% 30.9% 30.9%Maximum Green (s) 29.0 29.0 29.0 16.0 48.0 15.5 46.0 46.0 26.0 26.0Yellow Time (s) 4.5 4.5 4.5 3.0 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 0.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 1.0 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.4 32.4 32.4 50.6 50.6 15.4 33.1 33.1 13.7 13.7Actuated g/C Ratio 0.35 0.35 0.35 0.55 0.55 0.17 0.36 0.36 0.15 0.15v/c Ratio 0.22 0.80 0.67 0.80 0.59 0.73 0.04 0.42 0.10 0.40Control Delay 26.6 33.9 21.6 37.9 15.7 46.1 19.5 4.5 35.6 25.6Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.6 34.3 21.6 37.9 15.7 46.1 19.5 4.5 35.6 25.6LOS C C C D B D B A D CApproach Delay 30.2 20.3 27.9 27.2Approach LOS C C C C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 91.7Natural Cycle: 100Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.80Intersection Signal Delay: 25.9 Intersection LOS: CIntersection Capacity Utilization 67.8% ICU Level of Service CAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer (with Improvements)


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 34 905 405 271 1053 390 24 295 20 102v/c Ratio 0.22 0.80 0.67 0.80 0.59 0.73 0.04 0.42 0.10 0.40Control Delay 26.6 33.9 21.6 37.9 15.7 46.1 19.5 4.5 35.6 25.6Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.6 34.3 21.6 37.9 15.7 46.1 19.5 4.5 35.6 25.6Queue Length 50th (m) 4.4 78.8 37.2 30.2 62.8 35.8 2.9 0.0 3.3 9.1Queue Length 95th (m) 13.3 #114.0 77.8 #76.9 93.7 #56.4 8.3 16.3 10.2 24.5Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 15.0Base Capacity (vph) 161 1154 611 351 1830 553 878 920 425 497Starvation Cap Reductn 0 35 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.21 0.81 0.66 0.77 0.58 0.71 0.03 0.32 0.05 0.21


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Future Volume (vph) 31 833 373 249 956 13 359 22 271 18 12 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1565 3197 1407 1630 3216 3162 1606 1439 1661 1418Flt Permitted 0.27 1.00 1.00 0.13 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 448 3197 1407 219 3216 3162 1606 1439 1296 1418Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 34 905 405 271 1039 14 390 24 295 20 13 89RTOR Reduction (vph) 0 0 106 0 1 0 0 0 189 0 42 0Lane Group Flow (vph) 34 905 299 271 1052 0 390 24 106 20 60 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 28.4 28.4 28.4 46.6 46.6 14.9 29.1 29.1 9.7 9.7Effective Green, g (s) 32.4 32.4 32.4 45.6 50.6 15.4 33.1 33.1 13.7 13.7Actuated g/C Ratio 0.35 0.35 0.35 0.50 0.55 0.17 0.36 0.36 0.15 0.15Clearance Time (s) 8.0 8.0 8.0 3.0 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 158 1129 497 327 1774 531 579 519 193 211v/s Ratio Prot c0.28 c0.13 0.33 c0.12 0.01 c0.04v/s Ratio Perm 0.08 0.21 0.28 0.07 0.02v/c Ratio 0.22 0.80 0.60 0.83 0.59 0.73 0.04 0.21 0.10 0.29Uniform Delay, d1 20.8 26.8 24.3 21.6 13.7 36.2 19.0 20.2 33.7 34.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 4.1 1.7 15.4 0.4 5.2 0.0 0.1 0.2 0.5Delay (s) 21.3 30.8 26.1 37.0 14.1 41.4 19.0 20.4 33.9 35.2Level of Service C C C D B D B C C DApproach Delay (s) 29.1 18.8 31.9 35.0Approach LOS C B C C

Intersection SummaryHCM 2000 Control Delay 26.0 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 91.7 Sum of lost time (s) 16.0Intersection Capacity Utilization 67.8% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer (with Improvements)





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 23.0 30.4 25.0 32.4 12.0 37.7 12.0 37.7 37.7Total Split (%) 21.9% 28.9% 23.8% 30.8% 11.4% 35.9% 11.4% 35.9% 35.9%Maximum Green (s) 20.0 24.0 22.0 26.0 9.0 31.0 9.0 31.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 1.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 46.9 37.7 32.6 27.6 24.6 16.5 22.5 15.5 15.5Actuated g/C Ratio 0.57 0.46 0.39 0.33 0.30 0.20 0.27 0.19 0.19v/c Ratio 0.76 0.57 0.16 0.78 0.74 0.54 0.36 0.40 0.59Control Delay 29.6 18.5 11.7 32.3 39.0 32.6 24.3 34.1 8.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.6 18.5 11.7 32.3 39.0 32.6 24.3 34.1 8.8LOS C B B C D C C C AApproach Delay 21.5 31.2 36.3 17.7Approach LOS C C D B



Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer (with Improvements)


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 302 825 46 836 250 186 109 128 314v/c Ratio 0.76 0.57 0.16 0.78 0.74 0.54 0.36 0.40 0.59Control Delay 29.6 18.5 11.7 32.3 39.0 32.6 24.3 34.1 8.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.6 18.5 11.7 32.3 39.0 32.6 24.3 34.1 8.8Queue Length 50th (m) 29.7 49.6 3.1 66.2 33.9 25.0 13.3 19.4 0.0Queue Length 95th (m) #70.9 79.3 8.9 #111.2 #61.3 46.8 26.1 36.4 21.5Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 465 1452 595 1112 339 691 323 716 793Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.65 0.57 0.08 0.75 0.74 0.27 0.34 0.18 0.40


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 278 659 100 42 700 69 230 113 58 100 118 289Future Volume (vph) 278 659 100 42 700 69 230 113 58 100 118 289Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.99 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1645 3167 1627 3176 1568 1636 1645 1733 1473Flt Permitted 0.14 1.00 0.34 1.00 0.56 1.00 0.50 1.00 1.00Satd. Flow (perm) 246 3167 583 3176 930 1636 865 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 302 716 109 46 761 75 250 123 63 109 128 314RTOR Reduction (vph) 0 8 0 0 7 0 0 21 0 0 0 255Lane Group Flow (vph) 302 817 0 46 829 0 250 165 0 109 128 59Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 44.4 35.3 31.2 25.1 22.9 13.8 20.9 12.8 12.8Effective Green, g (s) 43.4 37.7 29.2 27.5 20.9 16.5 18.9 15.5 15.5Actuated g/C Ratio 0.53 0.46 0.35 0.33 0.25 0.20 0.23 0.19 0.19Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 389 1448 271 1059 298 327 265 325 277v/s Ratio Prot c0.14 0.26 0.01 c0.26 c0.08 0.10 0.04 0.07v/s Ratio Perm 0.26 0.05 c0.13 0.06 0.04v/c Ratio 0.78 0.56 0.17 0.78 0.84 0.51 0.41 0.39 0.21Uniform Delay, d1 17.7 16.3 17.7 24.8 28.2 29.3 26.2 29.3 28.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.0 0.3 0.2 3.6 18.0 0.6 0.8 0.4 0.2Delay (s) 26.7 16.7 17.9 28.4 46.2 29.9 27.0 29.7 28.5Level of Service C B B C D C C C CApproach Delay (s) 19.4 27.8 39.2 28.5Approach LOS B C D C


Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer (with Improvements)


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Future Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 115.0 0.0 0.0 50.0 50.0 0.0Storage Lanes 0 0 1 0 0 1 1 0Taper Length (m) 7.5 100.0 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.998 0.936 0.850 0.979Flt Protected 0.989 0.950 0.950Satd. Flow (prot) 0 1596 0 1599 1525 0 0 1652 1390 1471 1677 0Flt Permitted 0.933 0.704 0.998 0.649Satd. Flow (perm) 0 1506 0 1185 1525 0 0 1648 1390 1005 1677 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 1 73 351 12Link Speed (k/h) 50 50 50 50Link Distance (m) 272.1 331.0 226.0 929.4Travel Time (s) 19.6 23.8 16.3 66.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Adj. Flow (vph) 18 63 1 458 113 85 1 164 351 135 204 34Shared Lane Traffic (%)Lane Group Flow (vph) 0 82 0 458 198 0 0 165 351 135 238 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 1 2Detector Template Left Thru Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 47.0 47.0 47.0 47.0 33.0 33.0 33.0 33.0 33.0Total Split (%) 58.8% 58.8% 58.8% 58.8% 41.3% 41.3% 41.3% 41.3% 41.3%Maximum Green (s) 40.7 40.7 40.7 40.7 26.7 26.7 26.7 26.7 26.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 0.0 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 33.1 33.1 33.1 20.3 17.8 20.3 20.3Actuated g/C Ratio 0.53 0.53 0.53 0.33 0.29 0.33 0.33v/c Ratio 0.10 0.72 0.23 0.31 0.54 0.41 0.43Control Delay 8.1 19.7 6.2 19.3 6.0 22.9 19.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.1 19.7 6.2 19.3 6.0 22.9 19.8LOS A B A B A C BApproach Delay 8.1 15.6 10.3 20.9Approach LOS A B B C

Intersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 61.9Natural Cycle: 65Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 14.8 Intersection LOS: BIntersection Capacity Utilization 63.5% ICU Level of Service BAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer (with Improvements)




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Future Volume (vph) 17 58 1 421 104 78 1 151 323 124 188 31Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1597 1599 1524 1651 1390 1471 1677Flt Permitted 0.93 0.70 1.00 1.00 1.00 0.65 1.00Satd. Flow (perm) 1507 1184 1524 1649 1390 1004 1677Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 63 1 458 113 85 1 164 351 135 204 34RTOR Reduction (vph) 0 0 0 0 34 0 0 0 249 0 8 0Lane Group Flow (vph) 0 82 0 458 164 0 0 165 102 135 230 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 30.6 30.6 30.6 17.8 17.8 17.8 17.8Effective Green, g (s) 32.9 32.9 32.9 20.1 17.8 20.1 20.1Actuated g/C Ratio 0.54 0.54 0.54 0.33 0.29 0.33 0.33Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 812 638 821 543 405 330 552v/s Ratio Prot 0.11 c0.14v/s Ratio Perm 0.05 c0.39 0.10 0.07 0.13v/c Ratio 0.10 0.72 0.20 0.30 0.25 0.41 0.42Uniform Delay, d1 6.8 10.6 7.3 15.2 16.5 15.8 15.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 5.5 0.3 0.9 0.9 2.3 1.4Delay (s) 7.0 16.1 7.6 16.1 17.4 18.2 17.3Level of Service A B A B B B BApproach Delay (s) 7.0 13.5 17.0 17.6Approach LOS A B B B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 21.3 57.3 25.7 57.7 57.7 32.0 32.0Total Split (%) 31.3% 31.3% 31.3% 18.5% 49.8% 22.3% 50.2% 50.2% 27.8% 27.8%Maximum Green (s) 28.0 28.0 28.0 18.3 49.3 21.2 49.7 49.7 24.0 24.0Yellow Time (s) 4.5 4.5 4.5 3.0 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 0.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 1.0 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 31.5 31.5 31.5 52.8 52.8 21.4 37.5 37.5 12.1 12.1Actuated g/C Ratio 0.32 0.32 0.32 0.54 0.54 0.22 0.38 0.38 0.12 0.12v/c Ratio 0.15 0.76 0.88 0.86 0.47 0.82 0.02 0.48 0.11 0.14Control Delay 26.6 35.8 35.7 46.2 15.1 47.8 19.3 4.5 40.6 18.3Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.6 36.1 35.7 46.2 15.1 47.8 19.3 4.5 40.6 18.3LOS C D D D B D B A D BApproach Delay 35.7 23.8 30.4 26.5Approach LOS D C C C



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer (with Improvements)


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 29 805 546 318 817 564 16 372 17 29v/c Ratio 0.15 0.76 0.88 0.86 0.47 0.82 0.02 0.48 0.11 0.14Control Delay 26.6 35.8 35.7 46.2 15.1 47.8 19.3 4.5 40.6 18.3Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.6 36.1 35.7 46.2 15.1 47.8 19.3 4.5 40.6 18.3Queue Length 50th (m) 4.1 76.0 63.9 44.2 50.2 56.0 2.0 0.0 3.1 0.6Queue Length 95th (m) 11.6 99.9 #131.0 #94.2 66.6 #81.9 6.3 18.3 9.8 9.0Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 25.0 50.0 100.0 15.0Base Capacity (vph) 195 1072 626 368 1760 698 956 960 371 429Starvation Cap Reductn 0 34 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.78 0.87 0.86 0.46 0.81 0.02 0.39 0.05 0.07


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 27 741 502 293 717 35 519 15 342 16 3 24Future Volume (vph) 27 741 502 293 717 35 519 15 342 16 3 24Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1449 1630 3240 3162 1750 1450 1657 1442Flt Permitted 0.34 1.00 1.00 0.13 1.00 0.95 1.00 1.00 0.75 1.00Satd. Flow (perm) 601 3292 1449 225 3240 3162 1750 1450 1303 1442Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 29 805 546 318 779 38 564 16 372 17 3 26RTOR Reduction (vph) 0 0 156 0 3 0 0 0 230 0 23 0Lane Group Flow (vph) 29 805 390 318 814 0 564 16 142 17 6 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm pm+pt NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 27.5 27.5 27.5 48.8 48.8 20.9 33.5 33.5 8.1 8.1Effective Green, g (s) 31.5 31.5 31.5 47.8 52.8 21.4 37.5 37.5 12.1 12.1Actuated g/C Ratio 0.32 0.32 0.32 0.49 0.54 0.22 0.38 0.38 0.12 0.12Clearance Time (s) 8.0 8.0 8.0 3.0 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 192 1054 464 356 1740 688 667 553 160 177v/s Ratio Prot 0.24 c0.16 0.25 c0.18 0.01 0.00v/s Ratio Perm 0.05 c0.27 0.28 c0.10 0.01v/c Ratio 0.15 0.76 0.84 0.89 0.47 0.82 0.02 0.26 0.11 0.04Uniform Delay, d1 23.9 30.1 31.1 25.5 14.1 36.6 19.0 20.8 38.3 38.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 3.2 12.4 23.4 0.1 7.6 0.0 0.2 0.2 0.1Delay (s) 24.1 33.2 43.5 48.9 14.2 44.2 19.0 21.0 38.5 38.0Level of Service C C D D B D B C D DApproach Delay (s) 37.1 23.9 34.7 38.2Approach LOS D C C D







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 26.0 49.2 10.8 34.0 13.0 40.0 10.0 37.0 37.0Total Split (%) 23.6% 44.7% 9.8% 30.9% 11.8% 36.4% 9.1% 33.6% 33.6%Maximum Green (s) 23.0 42.8 7.8 27.6 10.0 33.3 7.0 30.3 30.3Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 0.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 1.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 54.5 44.7 34.9 29.1 29.4 20.3 23.4 17.3 17.3Actuated g/C Ratio 0.59 0.48 0.38 0.31 0.32 0.22 0.25 0.19 0.19v/c Ratio 0.82 0.66 0.35 0.84 0.79 0.66 0.66 0.40 0.65Control Delay 38.0 21.3 16.1 38.9 45.2 39.7 40.0 37.2 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 38.0 21.3 16.1 38.9 45.2 39.7 40.0 37.2 9.4LOS D C B D D D D D AApproach Delay 25.8 36.7 42.6 22.2Approach LOS C D D C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 93Natural Cycle: 100Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.84Intersection Signal Delay: 30.5 Intersection LOS: CIntersection Capacity Utilization 86.7% ICU Level of Service EAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer (with Improvements)




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 340 791 138 81 659 121 245 164 62 143 119 336Future Volume (vph) 340 791 138 81 659 121 245 164 62 143 119 336Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00Frt 1.00 0.98 1.00 0.98 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1599 3174 1628 3193 1625 1642 1621 1716 1442Flt Permitted 0.13 1.00 0.28 1.00 0.47 1.00 0.41 1.00 1.00Satd. Flow (perm) 227 3174 477 3193 812 1642 705 1716 1442Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 370 860 150 88 716 132 266 178 67 155 129 365RTOR Reduction (vph) 0 11 0 0 13 0 0 14 0 0 0 297Lane Group Flow (vph) 370 999 0 88 835 0 266 231 0 155 129 68Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 52.2 42.4 33.5 26.7 27.7 17.7 21.6 14.6 14.6Effective Green, g (s) 51.2 44.8 31.5 29.1 25.8 20.4 19.6 17.3 17.3Actuated g/C Ratio 0.55 0.48 0.34 0.31 0.28 0.22 0.21 0.19 0.19Clearance Time (s) 3.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 442 1528 233 999 304 360 207 319 268v/s Ratio Prot c0.19 0.31 0.02 c0.26 c0.09 0.14 0.05 0.08v/s Ratio Perm 0.27 0.10 c0.16 0.11 0.05v/c Ratio 0.84 0.65 0.38 0.84 0.88 0.64 0.75 0.40 0.25Uniform Delay, d1 23.1 18.2 21.5 29.7 30.9 33.0 33.2 33.3 32.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 12.7 0.8 0.7 6.0 23.1 3.1 13.1 0.4 0.3Delay (s) 35.8 19.1 22.2 35.7 54.0 36.1 46.3 33.7 32.6Level of Service D B C D D D D C CApproach Delay (s) 23.5 34.4 45.4 36.1Approach LOS C C D D

Intersection SummaryHCM 2000 Control Delay 32.0 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.84Actuated Cycle Length (s) 93.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 86.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 34.0 34.0 34.0 34.0 46.0 46.0 46.0 46.0 46.0Total Split (%) 42.5% 42.5% 42.5% 42.5% 57.5% 57.5% 57.5% 57.5% 57.5%Maximum Green (s) 27.7 27.7 27.7 27.7 39.7 39.7 39.7 39.7 39.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 12.9 10.6 12.9 14.3 12.0 12.0 14.3Actuated g/C Ratio 0.37 0.30 0.37 0.41 0.34 0.34 0.41v/c Ratio 0.10 0.07 0.22 0.22 0.34 0.26 0.26Control Delay 8.4 10.3 5.4 7.8 3.4 10.4 7.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.4 10.3 5.4 7.8 3.4 10.4 7.7LOS A B A A A B AApproach Delay 8.4 6.2 5.2 8.7Approach LOS A A A A



Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer (with Improvements)




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Existing Summer (with Improvements)


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 36 2 25 51 79 3 137 201 93 153 15Future Volume (vph) 14 36 2 25 51 79 3 137 201 93 153 15Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.91 1.00 0.85 1.00 0.99Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1719 1630 1580 1731 1473 1646 1727Flt Permitted 0.91 0.72 1.00 0.99 1.00 0.66 1.00Satd. Flow (perm) 1580 1236 1580 1721 1473 1144 1727Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 15 39 2 27 55 86 3 149 218 101 166 16RTOR Reduction (vph) 0 1 0 0 54 0 0 0 144 0 5 0Lane Group Flow (vph) 0 55 0 27 87 0 0 152 74 101 177 0Heavy Vehicles (%) 0% 0% 0% 2% 0% 1% 0% 1% 1% 1% 0% 0%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 10.6 10.6 10.6 12.0 12.0 12.0 12.0Effective Green, g (s) 12.9 10.6 12.9 14.3 12.0 12.0 14.3Actuated g/C Ratio 0.37 0.30 0.37 0.41 0.34 0.34 0.41Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 579 372 579 699 502 390 701v/s Ratio Prot c0.05 c0.10v/s Ratio Perm 0.03 0.02 0.09 0.05 0.09v/c Ratio 0.09 0.07 0.15 0.22 0.15 0.26 0.25Uniform Delay, d1 7.3 8.8 7.5 6.8 8.1 8.4 6.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.2 0.3 0.4 0.4 1.0 0.5Delay (s) 7.5 9.0 7.8 7.2 8.4 9.4 7.4Level of Service A A A A A A AApproach Delay (s) 7.5 8.0 7.9 8.1Approach LOS A A A A




Appendix E

Internal Capture Calculation

Land Use A Shopping CentreITE Code 820Size 313230Total Internal External

90 Enter 194 62 132Exit 119 29 90

132 Total 313 91 222% 100% 29% 71%

3% 4 43 22% 33% 39 330 38%4 8 25 54

15% 152 8 4% 11% 25 54 28%

Land Use B Office Demand Balanced Demand Land Use C ResidentialITE Code 710 0 0 0 ITE Code 230Size 1315888 0% 0% Size 2900Total Internal External Total Internal External

196 Enter 1014 4 1010 Enter 223 29 194 194Exit 208 12 196 Exit 869 54 815

1010 Total 1222 16 1206 2% 3% Total 1092 83 1009 815% 100% 1% 99% 4 4 7 % 100% 8% 92%

Demand Balanced Demand

A B C TotalEnter 132 1010 194 1336Exit 90 196 815 1101Total 222 1206 1009 2437

Single-Use Trip Gen Est 313 1222 1092 2627 7% <- Internal Capture

Net External Trips

MULTl-USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARYAM Peak Hour


569 Enter 618 61 557Exit 669 100 569

557 Total 1287 161 1126% 100% 13% 87%

3% 20 142 23% 12% 80 42 9%20 19 80 42

31% 52 19 2% 31% 272 328 53%



148 Total 1120 57 1063 2% 2% Total 1342 140 1202 424% 100% 5% 95% 19 18 18 % 100% 10% 90%




Net External Trips

MULTl-USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARYPM Peak Hour


793 Enter 955 48 907Exit 881 88 793

907 Total 1836 136 1700% 100% 7% 93%

3% 26 38 4% 7% 62 30 5%26 18 62 30

38% 46 18 20% 37% 257 325 34%



94 Total 210 44 166 0% 0% Total 1287 92 1195 562% 100% 21% 79% 0 0 0 % 100% 7% 93%




Net External Trips

MULTl-USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARYSaturday Peak Hour



Appendix F

Future Background Traffic Operations Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 95 610 18 29 490 215 30 75 80 176 47 82Future Volume (vph) 95 610 18 29 490 215 30 75 80 176 47 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 1 1 1 1 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95Ped Bike Factor 1.00 0.98Frt 0.850 0.850 0.850 0.905Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1525 3197 1390 1484 3167 1430 1471 1606 1250 1614 2733 0Flt Permitted 0.454 0.235 0.663 0.704Satd. Flow (perm) 728 3197 1390 367 3167 1409 1027 1606 1250 1196 2733 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 77 234 87 89Link Speed (k/h) 50 50 50 50Link Distance (m) 424.1 131.9 130.0 140.6Travel Time (s) 30.5 9.5 9.4 10.1Confl. Peds. (#/hr) 4 4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Adj. Flow (vph) 103 663 20 32 533 234 33 82 87 191 51 89Shared Lane Traffic (%)Lane Group Flow (vph) 103 663 20 32 533 234 33 82 87 191 140 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 1 2Detector Template Left Thru Right Left Thru Right Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 19.2 19.2 19.2 28.6 28.6 26.2 16.9 16.9 16.9 16.9 16.9Actuated g/C Ratio 0.36 0.36 0.36 0.53 0.53 0.49 0.31 0.31 0.31 0.31 0.31v/c Ratio 0.40 0.58 0.04 0.11 0.32 0.29 0.10 0.16 0.19 0.51 0.15Control Delay 19.3 16.8 0.1 7.9 8.2 2.6 15.2 15.3 5.3 21.5 7.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.3 16.8 0.1 7.9 8.2 2.6 15.2 15.3 5.3 21.5 7.1LOS B B A A A A B B A C AApproach Delay 16.7 6.5 11.0 15.4Approach LOS B A B B



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 103 663 20 32 533 234 33 82 87 191 140v/c Ratio 0.40 0.58 0.04 0.11 0.32 0.29 0.10 0.16 0.19 0.51 0.15Control Delay 19.3 16.8 0.1 7.9 8.2 2.6 15.2 15.3 5.3 21.5 7.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.3 16.8 0.1 7.9 8.2 2.6 15.2 15.3 5.3 21.5 7.1Queue Length 50th (m) 7.2 26.3 0.0 1.3 13.4 0.0 2.3 5.8 0.0 15.1 1.8Queue Length 95th (m) 22.8 52.1 0.0 5.8 30.3 10.1 8.8 16.7 8.6 38.5 8.0Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 494 2171 968 377 2846 1273 658 1029 832 766 1783Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.21 0.31 0.02 0.08 0.19 0.18 0.05 0.08 0.10 0.25 0.08


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 95 610 18 29 490 215 30 75 80 176 47 82Future Volume (vph) 95 610 18 29 490 215 30 75 80 176 47 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1524 3197 1390 1484 3167 1410 1471 1606 1250 1614 2732Flt Permitted 0.45 1.00 1.00 0.23 1.00 1.00 0.66 1.00 1.00 0.70 1.00Satd. Flow (perm) 728 3197 1390 367 3167 1410 1027 1606 1250 1196 2732Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 103 663 20 32 533 234 33 82 87 191 51 89RTOR Reduction (vph) 0 0 13 0 0 119 0 0 60 0 61 0Lane Group Flow (vph) 103 663 7 32 533 115 33 82 27 191 79 0Confl. Peds. (#/hr) 4 4Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 16.9 16.9 16.9 26.2 26.2 26.2 14.5 14.5 14.5 14.5 14.5Effective Green, g (s) 19.2 19.2 19.2 25.2 28.5 26.2 16.8 16.8 16.8 16.8 16.8Actuated g/C Ratio 0.36 0.36 0.36 0.47 0.53 0.49 0.32 0.32 0.32 0.32 0.32Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 262 1151 500 284 1693 693 323 506 393 376 861v/s Ratio Prot c0.21 0.01 c0.17 0.05 0.03v/s Ratio Perm 0.14 0.01 0.04 0.08 0.03 0.02 c0.16v/c Ratio 0.39 0.58 0.01 0.11 0.31 0.17 0.10 0.16 0.07 0.51 0.09Uniform Delay, d1 12.7 13.8 11.0 8.2 6.9 7.5 12.9 13.2 12.8 14.9 12.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 0.6 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.8 0.0Delay (s) 13.4 14.3 11.0 8.4 7.0 7.6 13.0 13.3 12.8 15.7 12.9Level of Service B B B A A A B B B B BApproach Delay (s) 14.1 7.2 13.0 14.5Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 814 1 50 552 0 0 0 0 287 86 164Future Volume (vph) 0 814 1 50 552 0 0 0 0 287 86 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 0 1 1 0 0 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 0.99 1.00 1.00 1.00 0.99Frt 0.850 0.850Flt Protected 0.950 0.950 0.973Satd. Flow (prot) 0 4638 1488 1662 4594 0 0 0 0 1519 1522 1430Flt Permitted 0.202 0.950 0.973Satd. Flow (perm) 0 4638 1467 353 4594 0 0 0 0 1515 1520 1412Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 81 178Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 32.2 64.2 88.8Travel Time (s) 9.7 2.3 4.6 6.4Confl. Peds. (#/hr) 2 2 3 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Adj. Flow (vph) 0 885 1 54 600 0 0 0 0 312 93 178Shared Lane Traffic (%) 36%Lane Group Flow (vph) 0 885 1 54 600 0 0 0 0 200 205 178Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 1 2 1 2 1Detector Template Thru Right Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 19.1 16.8 30.4 30.4 16.3 16.3 16.3Actuated g/C Ratio 0.35 0.31 0.55 0.55 0.30 0.30 0.30v/c Ratio 0.55 0.00 0.15 0.24 0.44 0.45 0.33Control Delay 16.1 0.0 7.5 7.0 19.9 20.1 4.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.1 0.0 7.5 7.0 19.9 20.1 4.9LOS B A A A B C AApproach Delay 16.1 7.0 15.4Approach LOS B A B



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 885 1 54 600 200 205 178v/c Ratio 0.55 0.00 0.15 0.24 0.44 0.45 0.33Control Delay 16.1 0.0 7.5 7.0 19.9 20.1 4.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.1 0.0 7.5 7.0 19.9 20.1 4.9Queue Length 50th (m) 24.9 0.0 2.1 9.5 16.8 17.3 0.0Queue Length 95th (m) 44.3 0.0 8.0 20.6 39.2 40.2 12.0Internal Link Dist (m) 110.1 8.2 64.8Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 2795 857 403 3841 919 921 926Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.32 0.00 0.13 0.16 0.22 0.22 0.19


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 814 1 50 552 0 0 0 0 287 86 164Future Volume (vph) 0 814 1 50 552 0 0 0 0 287 86 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4638 1468 1662 4594 1516 1521 1412Flt Permitted 1.00 1.00 0.20 1.00 0.95 0.97 1.00Satd. Flow (perm) 4638 1468 354 4594 1516 1521 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 885 1 54 600 0 0 0 0 312 93 178RTOR Reduction (vph) 0 0 1 0 0 0 0 0 0 0 0 125Lane Group Flow (vph) 0 885 0 54 600 0 0 0 0 200 205 53Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 16.8 16.8 28.0 28.0 14.0 14.0 14.0Effective Green, g (s) 19.1 16.8 27.0 30.3 16.3 16.3 16.3Actuated g/C Ratio 0.35 0.31 0.49 0.55 0.30 0.30 0.30Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1622 451 347 2549 452 454 421v/s Ratio Prot c0.19 0.02 c0.13v/s Ratio Perm 0.00 0.06 0.13 0.13 0.04v/c Ratio 0.55 0.00 0.16 0.24 0.44 0.45 0.13Uniform Delay, d1 14.3 13.1 7.8 6.2 15.5 15.5 14.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.0 0.2 0.0 0.7 0.7 0.1Delay (s) 14.6 13.1 8.0 6.3 16.2 16.2 14.1Level of Service B B A A B B BApproach Delay (s) 14.6 6.4 0.0 15.6Approach LOS B A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer





Lane Group EBT EBR WBL WBT NBL NBRDetector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 15.8 15.8 12.4 12.4Actuated g/C Ratio 0.44 0.44 0.34 0.34v/c Ratio 0.46 0.31 0.05 0.22Control Delay 7.9 7.0 9.3 5.2Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.9 7.0 9.3 5.2LOS A A A AApproach Delay 7.9 7.0 6.5Approach LOS A A A



Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Background 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 67 652 256 135 652 25 102 4 93 15 2 22Future Volume (vph) 67 652 256 135 652 25 102 4 93 15 2 22Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 15.0 0.0Storage Lanes 1 1 2 0 2 1 1 0Taper Length (m) 40.0 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.98 1.00 0.97 0.99Frt 0.850 0.994 0.850 0.862Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1630 3260 1458 3162 3240 0 3162 1716 1458 1630 1479 0Flt Permitted 0.372 0.950 0.950 0.755Satd. Flow (perm) 638 3260 1434 3153 3240 0 3162 1716 1422 1278 1479 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 278 6 101 24Link Speed (k/h) 50 50 50 50Link Distance (m) 92.8 615.8 309.8 194.6Travel Time (s) 6.7 44.3 22.3 14.0Confl. Peds. (#/hr) 5 5 12 12Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 73 709 278 147 709 27 111 4 101 16 2 24Shared Lane Traffic (%)Lane Group Flow (vph) 73 709 278 147 736 0 111 4 101 16 26 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NA



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.0 48.0 9.5 42.0 42.0 32.5 32.5Total Split (%) 40.0% 40.0% 40.0% 13.3% 53.3% 10.6% 46.7% 46.7% 36.1% 36.1%Maximum Green (s) 29.7 29.7 29.7 7.5 41.7 5.0 35.7 35.7 26.2 26.2Yellow Time (s) 4.1 4.1 4.1 3.5 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 1.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -0.5 -2.3 -0.5 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 21.0 21.0 21.0 7.6 32.6 5.5 19.9 19.9 10.4 10.4Actuated g/C Ratio 0.35 0.35 0.35 0.13 0.54 0.09 0.33 0.33 0.17 0.17v/c Ratio 0.33 0.63 0.41 0.37 0.42 0.39 0.01 0.19 0.07 0.10Control Delay 19.0 19.1 4.0 28.5 8.9 31.9 16.2 5.5 24.5 12.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.0 19.1 4.0 28.5 8.9 31.9 16.2 5.5 24.5 12.6LOS B B A C A C B A C BApproach Delay 15.2 12.2 19.3 17.2Approach LOS B B B B



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 73 709 278 147 736 111 4 101 16 26v/c Ratio 0.33 0.63 0.41 0.37 0.42 0.39 0.01 0.19 0.07 0.10Control Delay 19.0 19.1 4.0 28.5 8.9 31.9 16.2 5.5 24.5 12.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.0 19.1 4.0 28.5 8.9 31.9 16.2 5.5 24.5 12.6Queue Length 50th (m) 6.2 35.8 0.0 8.1 24.1 6.4 0.4 0.0 1.6 0.2Queue Length 95th (m) 15.8 51.1 12.8 17.6 34.2 14.6 2.4 9.9 6.9 6.4Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 339 1733 892 420 2370 288 1083 935 605 713Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.22 0.41 0.31 0.35 0.31 0.39 0.00 0.11 0.03 0.04


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 67 652 256 135 652 25 102 4 93 15 2 22Future Volume (vph) 67 652 256 135 652 25 102 4 93 15 2 22Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 3260 1436 3162 3242 3162 1716 1428 1615 1478Flt Permitted 0.37 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.76 1.00Satd. Flow (perm) 638 3260 1436 3162 3242 3162 1716 1428 1284 1478Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 73 709 278 147 709 27 111 4 101 16 2 24RTOR Reduction (vph) 0 0 182 0 3 0 0 0 68 0 20 0Lane Group Flow (vph) 73 709 96 147 733 0 111 4 33 16 6 0Confl. Peds. (#/hr) 5 5 12 12Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 18.7 18.7 18.7 7.1 30.3 5.0 17.6 17.6 8.1 8.1Effective Green, g (s) 21.0 21.0 21.0 7.6 32.6 5.5 19.9 19.9 10.4 10.4Actuated g/C Ratio 0.35 0.35 0.35 0.13 0.54 0.09 0.33 0.33 0.17 0.17Clearance Time (s) 6.3 6.3 6.3 4.5 6.3 4.5 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 221 1131 498 397 1746 287 564 469 220 254v/s Ratio Prot c0.22 0.05 c0.23 c0.04 0.00 0.00v/s Ratio Perm 0.11 0.07 c0.02 0.01v/c Ratio 0.33 0.63 0.19 0.37 0.42 0.39 0.01 0.07 0.07 0.02Uniform Delay, d1 14.6 16.5 13.8 24.3 8.3 25.9 13.7 13.9 21.0 20.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.9 0.1 0.4 0.1 0.9 0.0 0.0 0.1 0.0Delay (s) 15.2 17.4 14.0 24.7 8.4 26.8 13.7 14.0 21.1 20.9Level of Service B B B C A C B B C CApproach Delay (s) 16.4 11.1 20.6 21.0Approach LOS B B C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Background 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9% 35.9%Maximum Green (s) 21.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -4.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 12.8 24.0 28.5 20.9 22.7 15.1 19.2 13.4 10.7Actuated g/C Ratio 0.19 0.36 0.43 0.31 0.34 0.23 0.29 0.20 0.16v/c Ratio 0.27 0.52 0.19 0.66 0.38 0.47 0.17 0.24 0.45Control Delay 26.5 19.0 10.3 24.1 19.0 22.7 16.5 26.2 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.5 19.0 10.3 24.1 19.0 22.7 16.5 26.2 9.4LOS C B B C B C B C AApproach Delay 20.6 22.7 21.0 15.3Approach LOS C C C B

Intersection SummaryArea Type: OtherCycle Length: 105.1Actuated Cycle Length: 66.9Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.66Intersection Signal Delay: 20.6 Intersection LOS: CIntersection Capacity Utilization 52.8% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 154 573 73 629 158 181 61 82 165v/c Ratio 0.27 0.52 0.19 0.66 0.38 0.47 0.17 0.24 0.45Control Delay 26.5 19.0 10.3 24.1 19.0 22.7 16.5 26.2 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.5 19.0 10.3 24.1 19.0 22.7 16.5 26.2 9.4Queue Length 50th (m) 8.6 28.2 4.2 34.6 13.9 15.0 5.0 9.1 0.0Queue Length 95th (m) 19.7 52.5 12.1 63.9 31.3 37.6 14.0 22.4 15.6Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 1130 1276 660 1223 430 813 419 875 758Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.14 0.45 0.11 0.51 0.37 0.22 0.15 0.09 0.22


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 475 52 67 514 64 145 87 79 56 75 152Future Volume (vph) 142 475 52 67 514 64 145 87 79 56 75 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.98 1.00 0.93 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 2959 3033 1597 3017 1630 1538 1628 1699 1417Flt Permitted 0.95 1.00 0.40 1.00 0.59 1.00 0.64 1.00 1.00Satd. Flow (perm) 2959 3033 675 3017 1018 1538 1102 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 154 516 57 73 559 70 158 95 86 61 82 165RTOR Reduction (vph) 0 7 0 0 8 0 0 36 0 0 0 138Lane Group Flow (vph) 154 566 0 73 621 0 158 145 0 61 82 27Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 8.7 21.6 25.1 18.5 21.1 12.5 17.5 10.7 10.7Effective Green, g (s) 12.7 24.0 25.1 20.9 19.1 15.2 15.5 13.4 10.7Actuated g/C Ratio 0.19 0.36 0.38 0.31 0.29 0.23 0.23 0.20 0.16Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 564 1092 345 946 361 351 302 341 227v/s Ratio Prot c0.05 0.19 0.02 c0.21 c0.05 c0.09 0.02 0.05v/s Ratio Perm 0.06 0.08 0.03 0.02v/c Ratio 0.27 0.52 0.21 0.66 0.44 0.41 0.20 0.24 0.12Uniform Delay, d1 23.0 16.8 13.6 19.7 18.8 21.9 20.4 22.3 23.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.2 0.2 1.3 0.6 0.4 0.2 0.2 0.1Delay (s) 23.2 17.0 13.8 21.1 19.4 22.3 20.6 22.5 24.0Level of Service C B B C B C C C CApproach Delay (s) 18.3 20.3 21.0 22.9Approach LOS B C C C

Intersection SummaryHCM 2000 Control Delay 20.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 66.6 Sum of lost time (s) 15.0Intersection Capacity Utilization 52.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 429 40 0 354 108 107 60 11 97 21 184Future Volume (vph) 141 429 40 0 354 108 107 60 11 97 21 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 1 0 1 0 0 0 1 1Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 1.00 1.00 1.00 1.00Frt 0.987 0.965 0.992 0.850Flt Protected 0.950 0.971 0.950Satd. Flow (prot) 1554 3055 0 1750 2957 0 0 1652 0 1630 1667 1417Flt Permitted 0.468 0.808 0.699Satd. Flow (perm) 763 3055 0 1750 2957 0 0 1375 0 1198 1667 1417Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 16 65 5 200Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 5 3 3 5 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Adj. Flow (vph) 153 466 43 0 385 117 116 65 12 105 23 200Shared Lane Traffic (%)Lane Group Flow (vph) 153 509 0 0 502 0 0 193 0 105 23 200Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 4 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 27.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 47.0 47.0 47.0 47.0 40.2 40.2 40.2 40.2 40.2Total Split (%) 53.9% 53.9% 53.9% 53.9% 46.1% 46.1% 46.1% 46.1% 46.1%Maximum Green (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 17.3 17.3 17.3 14.2 14.2 14.2 11.9Actuated g/C Ratio 0.43 0.43 0.43 0.36 0.36 0.36 0.30v/c Ratio 0.47 0.38 0.38 0.39 0.25 0.04 0.36Control Delay 13.9 8.5 7.6 13.9 12.8 11.0 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.9 8.5 7.6 13.9 12.8 11.0 4.8LOS B A A B B B AApproach Delay 9.7 7.6 13.9 7.8Approach LOS A A B A

Intersection SummaryArea Type: OtherCycle Length: 87.2Actuated Cycle Length: 40Natural Cycle: 65Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.47Intersection Signal Delay: 9.2 Intersection LOS: AIntersection Capacity Utilization 50.9% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Background 2031 Summer


Lane Group EBL EBT WBT NBT SBL SBT SBRLane Group Flow (vph) 153 509 502 193 105 23 200v/c Ratio 0.47 0.38 0.38 0.39 0.25 0.04 0.36Control Delay 13.9 8.5 7.6 13.9 12.8 11.0 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.9 8.5 7.6 13.9 12.8 11.0 4.8Queue Length 50th (m) 6.4 10.2 8.9 8.6 4.5 0.9 0.0Queue Length 95th (m) 23.2 25.1 22.7 30.9 18.3 5.7 12.1Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 25.0Base Capacity (vph) 716 2867 2778 1214 1058 1472 1240Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.21 0.18 0.18 0.16 0.10 0.02 0.16


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 429 40 0 354 108 107 60 11 97 21 184Future Volume (vph) 141 429 40 0 354 108 107 60 11 97 21 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 0.97 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.97 0.95 1.00 1.00Satd. Flow (prot) 1552 3057 2959 1651 1629 1667 1417Flt Permitted 0.47 1.00 1.00 0.81 0.70 1.00 1.00Satd. Flow (perm) 764 3057 2959 1374 1198 1667 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 153 466 43 0 385 117 116 65 12 105 23 200RTOR Reduction (vph) 0 9 0 0 37 0 0 3 0 0 0 139Lane Group Flow (vph) 153 500 0 0 465 0 0 190 0 105 23 61Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 15.0 15.0 15.0 11.9 11.9 11.9 11.9Effective Green, g (s) 17.1 17.1 17.1 14.0 14.0 14.0 11.9Actuated g/C Ratio 0.44 0.44 0.44 0.36 0.36 0.36 0.30Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 334 1336 1294 491 428 596 431v/s Ratio Prot 0.16 0.16 0.01v/s Ratio Perm c0.20 c0.14 0.09 0.04v/c Ratio 0.46 0.37 0.36 0.39 0.25 0.04 0.14Uniform Delay, d1 7.7 7.4 7.3 9.4 8.8 8.2 9.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 0.2 0.2 0.5 0.3 0.0 0.2Delay (s) 8.7 7.6 7.5 9.9 9.1 8.2 10.0Level of Service A A A A A A BApproach Delay (s) 7.8 7.5 9.9 9.6Approach LOS A A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Background 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 27.4 27.4 27.4 16.8 16.8 16.8 10.3 10.3 15.8 15.8Actuated g/C Ratio 0.42 0.42 0.42 0.26 0.26 0.26 0.16 0.16 0.24 0.24v/c Ratio 0.20 0.38 0.02 0.02 0.56 0.39 0.00 0.01 0.44 0.16Control Delay 13.7 14.4 0.1 20.2 24.7 6.3 29.0 23.7 26.4 8.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.7 14.4 0.1 20.2 24.7 6.3 29.0 23.7 26.4 8.7LOS B B A C C A C C C AApproach Delay 14.0 19.1 25.0 21.7Approach LOS B B C C



Queues Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan107: Thundering Waters Blvd/Stanley Ave (RR 102) & McLeod Rd (RR 49)/Marine Land Pkway (RR 49)Background 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 471 12 5 410 178 1 1 2 147 4 50Future Volume (vph) 54 471 12 5 410 178 1 1 2 147 4 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1511 3228 1488 1662 3137 1365 1662 1575 1525 1321Flt Permitted 0.29 1.00 1.00 0.46 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 465 3228 1488 811 3137 1365 1662 1575 1525 1321Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 512 13 5 446 193 1 1 2 160 4 54RTOR Reduction (vph) 0 0 8 0 0 143 0 2 0 0 41 0Lane Group Flow (vph) 59 512 5 5 446 50 1 1 0 160 17 0Heavy Vehicles (%) 10% 3% 0% 0% 6% 9% 0% 0% 0% 9% 0% 15%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 25.3 25.3 25.3 14.8 14.8 14.8 8.1 8.1 13.6 13.6Effective Green, g (s) 24.3 27.4 27.4 16.9 16.9 16.9 10.2 10.2 15.7 15.7Actuated g/C Ratio 0.37 0.42 0.42 0.26 0.26 0.26 0.16 0.16 0.24 0.24Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 277 1354 624 209 811 353 259 246 366 317v/s Ratio Prot 0.02 c0.16 c0.14 0.00 c0.00 c0.10 0.01v/s Ratio Perm 0.06 0.00 0.01 0.04v/c Ratio 0.21 0.38 0.01 0.02 0.55 0.14 0.00 0.01 0.44 0.05Uniform Delay, d1 13.8 13.1 11.0 18.0 20.9 18.6 23.3 23.3 21.0 19.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 0.0 0.0 0.6 0.1 0.0 0.0 1.1 0.1Delay (s) 14.1 13.2 11.0 18.1 21.5 18.8 23.3 23.3 22.2 19.2Level of Service B B B B C B C C C BApproach Delay (s) 13.2 20.7 23.3 21.4Approach LOS B C C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Background 2031 Summer


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 449 171 16 394 199 29Future Volume (vph) 449 171 16 394 199 29Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3107 1365 1458 3107 2780 1430Flt Permitted 0.474 0.950Satd. Flow (perm) 3107 1365 728 3107 2780 1430Right Turn on Red Yes YesSatd. Flow (RTOR) 186 32Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 7% 9% 14% 7% 16% 4%Adj. Flow (vph) 488 186 17 428 216 32Shared Lane Traffic (%)Lane Group Flow (vph) 488 186 17 428 216 32Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2



Lane Group EBT EBR WBL WBT NBL NBRPermitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.4 35.4 35.4 35.4 32.0 32.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 13.4 13.4 13.4 13.4 10.7 10.7Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.33 0.33v/c Ratio 0.38 0.27 0.06 0.33 0.23 0.06Control Delay 7.5 2.6 6.2 7.2 9.0 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.5 2.6 6.2 7.2 9.0 4.4LOS A A A A A AApproach Delay 6.1 7.1 8.4Approach LOS A A A



Queues Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave (RR 102) & Marine Land Pkway (RR 49) Background 2031 Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 449 171 16 394 199 29Future Volume (vph) 449 171 16 394 199 29Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3107 1365 1458 3107 2780 1430Flt Permitted 1.00 1.00 0.47 1.00 0.95 1.00Satd. Flow (perm) 3107 1365 728 3107 2780 1430Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 488 186 17 428 216 32RTOR Reduction (vph) 0 108 0 0 0 21Lane Group Flow (vph) 488 78 17 428 216 11Heavy Vehicles (%) 7% 9% 14% 7% 16% 4%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 11.3 11.3 11.3 11.3 8.6 8.6Effective Green, g (s) 13.4 13.4 13.4 13.4 10.7 10.7Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.33 0.33Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1297 569 303 1297 926 476v/s Ratio Prot c0.16 0.14 c0.08v/s Ratio Perm 0.06 0.02 0.01v/c Ratio 0.38 0.14 0.06 0.33 0.23 0.02Uniform Delay, d1 6.5 5.8 5.6 6.3 7.7 7.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 0.1 0.1 0.1 0.0Delay (s) 6.6 5.9 5.7 6.5 7.9 7.2Level of Service A A A A A AApproach Delay (s) 6.4 6.4 7.8Approach LOS A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Background 2031 Summer





Lane Group WBL WBR NBT NBR SBL SBTMinimum Split (s) 24.2 22.5 22.5Total Split (s) 28.2 22.5 22.5Total Split (%) 55.6% 44.4% 44.4%Maximum Green (s) 23.0 17.0 17.0Yellow Time (s) 3.2 3.5 3.5All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) -1.2 -1.5 -1.5Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.1 2.3 2.3Recall Mode Min Min MinWalk Time (s) 8.0Flash Dont Walk (s) 11.0Pedestrian Calls (#/hr) 0Act Effct Green (s) 9.2 9.5 9.5Actuated g/C Ratio 0.34 0.36 0.36v/c Ratio 0.14 0.17 0.09Control Delay 6.3 6.3 6.0Queue Delay 0.0 0.0 0.0Total Delay 6.3 6.3 6.0LOS A A AApproach Delay 6.3 6.3 6.0Approach LOS A A A



Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Background 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Background 2031 Summer





Lane Group EBL EBR NBL NBT SBT SBRDetector Phase 4 2 2 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0Minimum Split (s) 24.3 34.0 34.0 34.0Total Split (s) 31.3 42.0 42.0 42.0Total Split (%) 42.7% 57.3% 57.3% 57.3%Maximum Green (s) 25.0 35.0 35.0 35.0Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.9 2.9 2.9Lost Time Adjust (s) -2.3 -3.0 -3.0Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.2 2.2 2.2 2.2Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 10.4 13.0 13.0Actuated g/C Ratio 0.33 0.41 0.41v/c Ratio 0.18 0.10 0.32Control Delay 8.5 5.9 4.9Queue Delay 0.0 0.0 0.0Total Delay 8.5 5.9 4.9LOS A A AApproach Delay 8.5 5.9 4.9Approach LOS A A A



Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Background 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Background 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 8 2Detector Phase 7 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0 10.0 8.0 8.0 10.0 10.0Minimum Split (s) 12.5 34.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (s) 18.0 52.5 34.5 34.5 34.5 38.5 38.5 38.5 38.5Total Split (%) 13.9% 40.5% 26.6% 26.6% 26.6% 29.7% 29.7% 29.7% 29.7%Maximum Green (s) 15.0 45.0 27.0 27.0 27.0 31.0 31.0 31.0 31.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4Lost Time Adjust (s) 1.0 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5 -3.5Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.4 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Recall Mode Min Min Min Min Min None None Min MinWalk Time (s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 24.5 24.5 13.5 13.5 13.5 13.5Actuated g/C Ratio 0.53 0.53 0.29 0.29 0.29 0.29v/c Ratio 0.04 0.12 0.26 0.04 0.02 0.00Control Delay 5.3 5.8 14.2 0.1 11.8 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 5.3 5.8 14.2 0.1 11.8 0.0LOS A A B A B AApproach Delay 5.7 12.1 10.2Approach LOS A B B



Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Background 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Background 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 33.7 33.7 33.7 33.7 33.7 33.7 33.7 33.7 33.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 0.0 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 23.3 23.3 23.3 19.6 17.1 19.6 19.6Actuated g/C Ratio 0.45 0.45 0.45 0.38 0.33 0.38 0.38v/c Ratio 0.14 0.57 0.26 0.27 0.61 0.30 0.36Control Delay 9.6 16.5 5.6 13.7 5.5 15.5 14.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.6 16.5 5.6 13.7 5.5 15.5 14.2LOS A B A B A B BApproach Delay 9.6 12.2 7.7 14.7Approach LOS A B A B



Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Background 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Background 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Background 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 294 294 254 254 438Volume Left 0 0 0 0 154Volume Right 0 0 0 0 284cSH 1700 1700 1700 1700 802Volume to Capacity 0.17 0.17 0.15 0.15 0.55Queue Length 95th (m) 0.0 0.0 0.0 0.0 26.9Control Delay (s) 0.0 0.0 0.0 0.0 20.4Lane LOS CApproach Delay (s) 0.0 0.0 20.4Approach LOS C


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Background 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Background 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 53 233 233 200 200 67 17 47Volume Left 53 0 0 0 0 0 17 0Volume Right 0 0 0 0 0 67 0 47cSH 1075 1700 1700 1700 1700 1700 330 772Volume to Capacity 0.05 0.14 0.14 0.12 0.12 0.04 0.05 0.06Queue Length 95th (m) 1.2 0.0 0.0 0.0 0.0 0.0 1.3 1.6Control Delay (s) 8.5 0.0 0.0 0.0 0.0 0.0 16.5 10.0Lane LOS A C AApproach Delay (s) 0.9 0.0 11.7Approach LOS B




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 732 28 104 828 320 32 102 246 299 115 90Future Volume (vph) 90 732 28 104 828 320 32 102 246 299 115 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 1 1 1 1 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95Ped Bike Factor 1.00 0.98 1.00 0.98 0.99 1.00Frt 0.850 0.850 0.850 0.934Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 3228 1488 1568 3228 1473 1662 1651 1430 1646 3000 0Flt Permitted 0.316 0.170 0.612 0.685Satd. Flow (perm) 511 3228 1462 280 3228 1447 1071 1651 1411 1185 3000 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 76 348 267 98Link Speed (k/h) 50 50 50 50Link Distance (m) 424.1 131.9 130.0 140.6Travel Time (s) 30.5 9.5 9.4 10.1Confl. Peds. (#/hr) 7 6 6 7 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Adj. Flow (vph) 98 796 30 113 900 348 35 111 267 325 125 98Shared Lane Traffic (%)Lane Group Flow (vph) 98 796 30 113 900 348 35 111 267 325 223 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 1 2Detector Template Left Thru Right Left Thru Right Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 25.7 25.7 25.7 36.7 36.7 34.3 26.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.36 0.36 0.36 0.52 0.52 0.48 0.37 0.37 0.37 0.37 0.37v/c Ratio 0.54 0.68 0.05 0.42 0.54 0.40 0.09 0.18 0.39 0.75 0.19Control Delay 32.6 23.6 0.2 15.2 13.7 3.0 17.2 17.7 4.4 33.5 10.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 32.6 23.6 0.2 15.2 13.7 3.0 17.2 17.7 4.4 33.5 10.0LOS C C A B B A B B A C AApproach Delay 23.8 11.1 9.1 23.9Approach LOS C B A C

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 71.2Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.75Intersection Signal Delay: 16.6 Intersection LOS: BIntersection Capacity Utilization 72.6% ICU Level of Service CAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 98 796 30 113 900 348 35 111 267 325 223v/c Ratio 0.54 0.68 0.05 0.42 0.54 0.40 0.09 0.18 0.39 0.75 0.19Control Delay 32.6 23.6 0.2 15.2 13.7 3.0 17.2 17.7 4.4 33.5 10.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 32.6 23.6 0.2 15.2 13.7 3.0 17.2 17.7 4.4 33.5 10.0Queue Length 50th (m) 10.8 49.4 0.0 7.9 42.7 0.0 3.1 10.3 0.0 38.7 5.9Queue Length 95th (m) 30.3 80.1 0.2 18.6 69.6 13.2 10.5 25.1 15.4 #90.8 15.3Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 267 1692 802 306 2290 1090 540 833 844 598 1563Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.37 0.47 0.04 0.37 0.39 0.32 0.06 0.13 0.32 0.54 0.14




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 732 28 104 828 320 32 102 246 299 115 90Future Volume (vph) 90 732 28 104 828 320 32 102 246 299 115 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1537 3228 1464 1568 3228 1449 1662 1651 1411 1644 3000Flt Permitted 0.32 1.00 1.00 0.17 1.00 1.00 0.61 1.00 1.00 0.69 1.00Satd. Flow (perm) 512 3228 1464 281 3228 1449 1072 1651 1411 1186 3000Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 98 796 30 113 900 348 35 111 267 325 125 98RTOR Reduction (vph) 0 0 19 0 0 179 0 0 169 0 62 0Lane Group Flow (vph) 98 796 11 113 900 169 35 111 98 325 161 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 23.4 23.4 23.4 34.3 34.3 34.3 23.6 23.6 23.6 23.6 23.6Effective Green, g (s) 25.7 25.7 25.7 33.3 36.6 34.3 25.9 25.9 25.9 25.9 25.9Actuated g/C Ratio 0.36 0.36 0.36 0.47 0.52 0.49 0.37 0.37 0.37 0.37 0.37Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 186 1176 533 258 1675 704 393 606 518 435 1102v/s Ratio Prot c0.25 0.04 c0.28 0.07 0.05v/s Ratio Perm 0.19 0.01 0.16 0.12 0.03 0.07 c0.27v/c Ratio 0.53 0.68 0.02 0.44 0.54 0.24 0.09 0.18 0.19 0.75 0.15Uniform Delay, d1 17.6 18.9 14.3 12.2 11.3 10.5 14.6 15.1 15.2 19.4 14.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.0 1.4 0.0 0.9 0.3 0.1 0.1 0.1 0.1 6.5 0.0Delay (s) 19.7 20.3 14.4 13.1 11.6 10.7 14.7 15.2 15.3 26.0 15.0Level of Service B C B B B B B B B C BApproach Delay (s) 20.1 11.5 15.2 21.5Approach LOS C B B C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1232 45 94 943 0 0 0 0 462 82 297Future Volume (vph) 0 1232 45 94 943 0 0 0 0 462 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 1.00 1.00 1.00 1.00Frt 0.995 0.850Flt Protected 0.950 0.950 0.966Satd. Flow (prot) 0 4661 0 1630 4684 0 0 0 0 1504 1496 1444Flt Permitted 0.129 0.950 0.966Satd. Flow (perm) 0 4661 0 221 4684 0 0 0 0 1501 1494 1444Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 7 88Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 6 6 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Adj. Flow (vph) 0 1339 49 102 1025 0 0 0 0 502 89 323Shared Lane Traffic (%) 42%Lane Group Flow (vph) 0 1388 0 102 1025 0 0 0 0 291 300 323Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 2 1 2 1Detector Template Thru Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 39.0 13.6 52.6 37.4 37.4 37.4Total Split (%) 43.3% 15.1% 58.4% 41.6% 41.6% 41.6%Maximum Green (s) 32.7 10.6 46.3 31.1 31.1 31.1Yellow Time (s) 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 30.1 42.0 42.0 23.3 23.3 23.3Actuated g/C Ratio 0.41 0.57 0.57 0.32 0.32 0.32v/c Ratio 0.73 0.37 0.38 0.61 0.63 0.62Control Delay 21.6 12.6 9.9 28.1 28.8 21.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.6 12.6 9.9 28.1 28.8 21.6LOS C B A C C CApproach Delay 21.6 10.1 26.0Approach LOS C B C

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 73.6Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.73Intersection Signal Delay: 19.0 Intersection LOS: BIntersection Capacity Utilization 66.5% ICU Level of Service CAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1232 45 94 943 0 0 0 0 462 82 297Future Volume (vph) 0 1232 45 94 943 0 0 0 0 462 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4660 1630 4684 1502 1494 1444Flt Permitted 1.00 0.13 1.00 0.95 0.97 1.00Satd. Flow (perm) 4660 222 4684 1502 1494 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1339 49 102 1025 0 0 0 0 502 89 323RTOR Reduction (vph) 0 4 0 0 0 0 0 0 0 0 0 60Lane Group Flow (vph) 0 1384 0 102 1025 0 0 0 0 291 300 263Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6Actuated Green, G (s) 27.9 39.7 39.7 20.9 20.9 20.9Effective Green, g (s) 30.2 38.7 42.0 23.2 23.2 23.2Actuated g/C Ratio 0.41 0.53 0.57 0.32 0.32 0.32Clearance Time (s) 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1922 267 2687 476 473 457v/s Ratio Prot c0.30 0.04 c0.22v/s Ratio Perm 0.16 0.19 0.20 0.18v/c Ratio 0.72 0.38 0.38 0.61 0.63 0.58Uniform Delay, d1 18.0 11.1 8.5 21.2 21.4 20.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.4 0.9 0.1 2.3 2.8 1.8Delay (s) 19.3 12.1 8.6 23.5 24.2 22.6Level of Service B B A C C CApproach Delay (s) 19.3 8.9 0.0 23.4Approach LOS B A A C







Lane Group EBT EBR WBL WBT NBL NBRDetector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 23.4 23.4 13.9 13.9Actuated g/C Ratio 0.52 0.52 0.31 0.31v/c Ratio 0.59 0.43 0.10 0.36Control Delay 8.9 7.5 13.1 14.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 8.9 7.5 13.1 14.4LOS A A B BApproach Delay 8.9 7.5 13.9Approach LOS A A B









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1303 0 0 960 89 148Future Volume (vph) 1303 0 0 960 89 148Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4638 4684 3101 1409Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4638 4684 3101 1409Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1416 0 0 1043 97 161RTOR Reduction (vph) 0 0 0 0 0 19Lane Group Flow (vph) 1416 0 0 1043 97 142Confl. Peds. (#/hr) 3Heavy Vehicles (%) 3% 0% 0% 2% 4% 4%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 21.0 21.0 11.5 11.5Effective Green, g (s) 23.3 23.3 13.8 13.8Actuated g/C Ratio 0.52 0.52 0.31 0.31Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2396 2419 948 431v/s Ratio Prot c0.31 0.22 0.03v/s Ratio Perm c0.10v/c Ratio 0.59 0.43 0.10 0.33Uniform Delay, d1 7.6 6.8 11.2 12.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.1 0.0 0.5Delay (s) 8.0 6.9 11.3 12.5Level of Service A A B BApproach Delay (s) 8.0 6.9 12.1Approach LOS A A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.0 53.0 20.0 52.0 52.0 32.0 32.0Total Split (%) 34.3% 34.3% 34.3% 16.2% 50.5% 19.0% 49.5% 49.5% 30.5% 30.5%Maximum Green (s) 28.0 28.0 28.0 12.5 45.0 15.5 44.0 44.0 24.0 24.0Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.1 32.1 32.1 12.6 48.6 16.0 35.5 35.5 15.4 15.4Actuated g/C Ratio 0.35 0.35 0.35 0.14 0.53 0.17 0.39 0.39 0.17 0.17v/c Ratio 0.34 0.96 0.60 0.74 0.73 0.83 0.05 0.34 0.11 0.46Control Delay 34.3 49.1 6.4 50.0 20.3 52.1 17.8 4.0 33.2 32.4Queue Delay 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.3 50.2 6.4 50.0 20.3 52.1 17.8 4.0 33.2 32.4LOS C D A D C D B A C CApproach Delay 36.6 26.3 35.0 32.5Approach LOS D C C C

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 92.1Natural Cycle: 100Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.96Intersection Signal Delay: 32.2 Intersection LOS: CIntersection Capacity Utilization 72.2% ICU Level of Service CAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 39 1062 475 317 1234 458 28 237 23 119v/c Ratio 0.34 0.96 0.60 0.74 0.73 0.83 0.05 0.34 0.11 0.46Control Delay 34.3 49.1 6.4 50.0 20.3 52.1 17.8 4.0 33.2 32.4Queue Delay 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.3 50.2 6.4 50.0 20.3 52.1 17.8 4.0 33.2 32.4Queue Length 50th (m) 5.3 100.3 1.7 29.3 86.2 42.8 3.3 0.0 3.7 15.5Queue Length 95th (m) 16.8 #159.4 27.8 #50.8 128.5 #74.3 8.7 14.2 10.6 32.4Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 114 1112 789 446 1714 550 838 864 393 450Starvation Cap Reductn 0 11 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.34 0.96 0.60 0.71 0.72 0.83 0.03 0.27 0.06 0.26




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 977 437 292 1121 15 421 26 218 21 14 96Future Volume (vph) 36 977 437 292 1121 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1566 3197 1407 3162 3216 3162 1606 1439 1661 1418Flt Permitted 0.20 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 328 3197 1407 3162 3216 3162 1606 1439 1292 1418Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 39 1062 475 317 1218 16 458 28 237 23 15 104RTOR Reduction (vph) 0 0 301 0 1 0 0 0 146 0 22 0Lane Group Flow (vph) 39 1062 174 317 1233 0 458 28 91 23 97 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 28.0 28.0 28.0 12.1 44.6 15.5 31.5 31.5 11.5 11.5Effective Green, g (s) 32.0 32.0 32.0 12.6 48.6 16.0 35.5 35.5 15.5 15.5Actuated g/C Ratio 0.35 0.35 0.35 0.14 0.53 0.17 0.39 0.39 0.17 0.17Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 113 1110 488 432 1697 549 619 554 217 238v/s Ratio Prot c0.33 0.10 c0.38 c0.14 0.02 c0.07v/s Ratio Perm 0.12 0.12 0.06 0.02v/c Ratio 0.35 0.96 0.36 0.73 0.73 0.83 0.05 0.16 0.11 0.41Uniform Delay, d1 22.3 29.4 22.4 38.1 16.7 36.8 17.7 18.6 32.4 34.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 17.4 0.3 6.0 1.5 10.5 0.0 0.1 0.2 0.8Delay (s) 23.6 46.8 22.7 44.1 18.1 47.3 17.7 18.7 32.6 35.0Level of Service C D C D B D B B C DApproach Delay (s) 39.0 23.5 36.8 34.6Approach LOS D C D C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 11.4 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 18.0 47.4 9.6 39.0 15.0 42.1 10.9 38.0 38.0Total Split (%) 16.4% 43.1% 8.7% 35.5% 13.6% 38.3% 9.9% 34.5% 34.5%Maximum Green (s) 11.6 41.0 6.6 32.6 12.0 35.4 7.9 31.3 31.3Yellow Time (s) 4.1 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 2.3 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -2.4 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 14.1 43.0 38.9 33.9 32.5 21.9 24.1 17.4 17.4Actuated g/C Ratio 0.15 0.46 0.42 0.37 0.35 0.24 0.26 0.19 0.19v/c Ratio 0.73 0.65 0.23 0.84 0.85 0.54 0.42 0.46 0.78Control Delay 48.9 22.4 14.3 35.3 49.2 32.3 26.4 37.8 24.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.9 22.4 14.3 35.3 49.2 32.3 26.4 37.8 24.5LOS D C B D D C C D CApproach Delay 29.5 34.2 41.9 28.0Approach LOS C C D C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 92.6Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.85Intersection Signal Delay: 32.4 Intersection LOS: CIntersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 773 117 49 821 81 269 133 68 117 138 339Future Volume (vph) 326 773 117 49 821 81 269 133 68 117 138 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.99 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3193 3166 1628 3182 1568 1636 1644 1733 1473Flt Permitted 0.95 1.00 0.23 1.00 0.41 1.00 0.56 1.00 1.00Satd. Flow (perm) 3193 3166 401 3182 671 1636 966 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 354 840 127 53 892 88 292 145 74 127 150 368RTOR Reduction (vph) 0 10 0 0 6 0 0 20 0 0 0 196Lane Group Flow (vph) 354 957 0 53 974 0 292 199 0 127 150 172Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 11.7 40.6 37.5 31.5 29.8 19.1 22.4 14.7 14.7Effective Green, g (s) 14.1 43.0 35.5 33.9 28.8 21.8 20.4 17.4 17.4Actuated g/C Ratio 0.15 0.46 0.38 0.37 0.31 0.24 0.22 0.19 0.19Clearance Time (s) 6.4 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 486 1471 220 1166 316 385 262 325 277v/s Ratio Prot c0.11 0.30 0.01 c0.31 c0.11 0.12 0.04 0.09v/s Ratio Perm 0.08 c0.18 0.07 0.12v/c Ratio 0.73 0.65 0.24 0.84 0.92 0.52 0.48 0.46 0.62Uniform Delay, d1 37.4 19.0 18.4 26.7 29.0 30.8 30.5 33.4 34.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.1 0.8 0.4 5.1 31.5 0.6 1.0 0.5 3.4Delay (s) 42.4 19.8 18.8 31.9 60.5 31.4 31.5 33.9 37.9Level of Service D B B C E C C C DApproach Delay (s) 25.9 31.2 48.0 35.7Approach LOS C C D D







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 9.5 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 14.0 41.1 27.1 27.1 33.9 33.9 33.9 33.9 33.9Total Split (%) 18.7% 54.8% 36.1% 36.1% 45.2% 45.2% 45.2% 45.2% 45.2%Maximum Green (s) 9.5 35.0 21.0 21.0 27.8 27.8 27.8 27.8 27.8Yellow Time (s) 3.5 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -0.5 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 35.6 35.6 21.3 21.3 16.5 16.5 16.5 14.4Actuated g/C Ratio 0.59 0.59 0.35 0.35 0.27 0.27 0.27 0.24v/c Ratio 0.63 0.42 0.05 0.76 0.54 0.54 0.22 0.51Control Delay 18.4 8.0 15.7 22.0 23.9 25.8 18.0 6.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.4 8.0 15.7 22.0 23.9 25.8 18.0 6.1LOS B A B C C C B AApproach Delay 10.5 22.0 23.9 14.1Approach LOS B C C B

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 60.2Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.76Intersection Signal Delay: 16.0 Intersection LOS: BIntersection Capacity Utilization 70.5% ICU Level of Service CAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBT SBL SBT SBRLane Group Flow (vph) 246 795 10 856 200 160 105 288v/c Ratio 0.63 0.42 0.05 0.76 0.54 0.54 0.22 0.51Control Delay 18.4 8.0 15.7 22.0 23.9 25.8 18.0 6.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.4 8.0 15.7 22.0 23.9 25.8 18.0 6.1Queue Length 50th (m) 11.6 21.0 0.7 40.5 19.7 16.3 9.7 0.0Queue Length 95th (m) #47.7 45.0 4.1 #77.1 37.3 32.4 20.0 15.4Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0Base Capacity (vph) 389 1987 238 1241 681 551 875 837Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.40 0.04 0.69 0.29 0.29 0.12 0.34




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 226 624 108 9 590 198 96 75 13 147 97 265Future Volume (vph) 226 624 108 9 590 198 96 75 13 147 97 265Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00Frt 1.00 0.98 1.00 0.96 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.97 0.95 1.00 1.00Satd. Flow (prot) 1598 3152 1657 3089 1668 1649 1733 1458Flt Permitted 0.17 1.00 0.35 1.00 0.79 0.63 1.00 1.00Satd. Flow (perm) 284 3152 612 3089 1343 1096 1733 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 246 678 117 10 641 215 104 82 14 160 105 288RTOR Reduction (vph) 0 15 0 0 41 0 0 4 0 0 0 219Lane Group Flow (vph) 246 780 0 10 815 0 0 196 0 160 105 69Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 33.4 33.4 19.2 19.2 14.4 14.4 14.4 14.4Effective Green, g (s) 33.9 35.5 21.3 21.3 16.5 16.5 16.5 14.4Actuated g/C Ratio 0.56 0.59 0.36 0.36 0.28 0.28 0.28 0.24Clearance Time (s) 4.5 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 383 1864 217 1096 369 301 476 349v/s Ratio Prot c0.11 0.25 c0.26 0.06v/s Ratio Perm 0.25 0.02 0.15 c0.15 0.05v/c Ratio 0.64 0.42 0.05 0.74 0.53 0.53 0.22 0.20Uniform Delay, d1 9.0 6.6 12.7 17.0 18.5 18.5 16.8 18.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.7 0.2 0.1 2.8 1.5 1.8 0.2 0.3Delay (s) 12.7 6.8 12.8 19.7 19.9 20.3 17.0 18.5Level of Service B A B B B C B BApproach Delay (s) 8.2 19.7 19.9 18.7Approach LOS A B B B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 36.2 36.2 36.2 23.1 23.1 23.1 10.9 10.9 22.1 22.1Actuated g/C Ratio 0.44 0.44 0.44 0.28 0.28 0.28 0.13 0.13 0.27 0.27v/c Ratio 0.45 0.51 0.01 0.04 0.65 0.51 0.11 0.05 0.59 0.43Control Delay 20.0 18.2 0.0 24.5 30.1 8.0 38.6 27.3 33.1 6.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 20.0 18.2 0.0 24.5 30.1 8.0 38.6 27.3 33.1 6.4LOS C B A C C A D C C AApproach Delay 18.4 22.6 35.1 20.0Approach LOS B C D B

Intersection SummaryArea Type: OtherCycle Length: 125.3Actuated Cycle Length: 81.6Natural Cycle: 125Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.65Intersection Signal Delay: 20.7 Intersection LOS: CIntersection Capacity Utilization 57.2% ICU Level of Service BAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 120 660 4 6 553 286 23 4 6 231 4 220Future Volume (vph) 120 660 4 6 553 286 23 4 6 231 4 220Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1568 3197 1488 1662 3292 1430 1662 1583 1583 1449Flt Permitted 0.21 1.00 1.00 0.38 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 341 3197 1488 663 3292 1430 1662 1583 1583 1449Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 717 4 7 601 311 25 4 7 251 4 239RTOR Reduction (vph) 0 0 2 0 0 202 0 6 0 0 174 0Lane Group Flow (vph) 130 717 2 7 601 109 25 5 0 251 69 0Heavy Vehicles (%) 6% 4% 0% 0% 1% 4% 0% 0% 0% 5% 0% 3%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 34.1 34.1 34.1 21.0 21.0 21.0 8.7 8.7 19.9 19.9Effective Green, g (s) 33.1 36.2 36.2 23.1 23.1 23.1 10.8 10.8 22.0 22.0Actuated g/C Ratio 0.41 0.45 0.45 0.29 0.29 0.29 0.13 0.13 0.27 0.27Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 277 1428 665 189 938 407 221 211 429 393v/s Ratio Prot 0.05 c0.22 c0.18 c0.02 0.00 c0.16 0.05v/s Ratio Perm 0.14 0.00 0.01 0.08v/c Ratio 0.47 0.50 0.00 0.04 0.64 0.27 0.11 0.02 0.59 0.18Uniform Delay, d1 16.6 16.0 12.4 20.9 25.3 22.4 30.9 30.5 25.5 22.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 0.2 0.0 0.1 1.3 0.3 0.3 0.1 2.4 0.3Delay (s) 17.3 16.2 12.4 21.0 26.7 22.7 31.2 30.6 28.0 22.9Level of Service B B B C C C C C C CApproach Delay (s) 16.3 25.3 31.0 25.4Approach LOS B C C C

Intersection SummaryHCM 2000 Control Delay 22.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.53Actuated Cycle Length (s) 81.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 57.2% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group



Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 720 177 66 568 278 32Future Volume (vph) 720 177 66 568 278 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3137 1316 1409 3167 3014 1488Flt Permitted 0.317 0.950Satd. Flow (perm) 3137 1300 470 3167 3014 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 192 35Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 13% 18% 5% 7% 0%Adj. Flow (vph) 783 192 72 617 302 35Shared Lane Traffic (%)Lane Group Flow (vph) 783 192 72 617 302 35Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0



Lane Group EBT EBR WBL WBT NBL NBRTurn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.0 35.0 35.0 35.0 32.0 32.0Yellow Time (s) 4.5 4.5 4.5 4.5 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 18.5 18.5 18.5 18.5 12.2 12.2Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.31 0.31v/c Ratio 0.53 0.27 0.32 0.41 0.32 0.07Control Delay 8.7 2.4 11.3 7.6 12.1 5.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.7 2.4 11.3 7.6 12.1 5.5LOS A A B A B AApproach Delay 7.4 8.0 11.5Approach LOS A A B









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 720 177 66 568 278 32Future Volume (vph) 720 177 66 568 278 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3137 1300 1409 3167 3014 1488Flt Permitted 1.00 1.00 0.32 1.00 0.95 1.00Satd. Flow (perm) 3137 1300 470 3167 3014 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 783 192 72 617 302 35RTOR Reduction (vph) 0 100 0 0 0 24Lane Group Flow (vph) 783 92 72 617 302 11Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 6% 13% 18% 5% 7% 0%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 15.9 15.9 15.9 15.9 10.0 10.0Effective Green, g (s) 18.4 18.4 18.4 18.4 12.1 12.1Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.31 0.31Clearance Time (s) 6.5 6.5 6.5 6.5 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1499 621 224 1513 947 467v/s Ratio Prot c0.25 0.19 c0.10v/s Ratio Perm 0.07 0.15 0.01v/c Ratio 0.52 0.15 0.32 0.41 0.32 0.02Uniform Delay, d1 7.0 5.6 6.2 6.5 10.1 9.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 0.8 0.2 0.2 0.0Delay (s) 7.3 5.8 7.0 6.7 10.2 9.1Level of Service A A A A B AApproach Delay (s) 7.0 6.7 10.1Approach LOS A A B























Lane Group EBL EBR NBL NBT SBT SBRDetector Phase 4 2 2 6Switch PhaseMinimum Initial (s) 8.0 10.0 10.0 10.0Minimum Split (s) 24.3 34.0 34.0 34.0Total Split (s) 31.3 42.0 42.0 42.0Total Split (%) 42.7% 57.3% 57.3% 57.3%Maximum Green (s) 25.0 35.0 35.0 35.0Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.9 2.9 2.9Lost Time Adjust (s) -2.3 -3.0 -3.0Total Lost Time (s) 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.2 2.2 2.2 2.2Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0Act Effct Green (s) 18.7 19.0 19.0Actuated g/C Ratio 0.40 0.41 0.41v/c Ratio 0.65 0.22 0.59Control Delay 16.9 10.1 10.4Queue Delay 0.0 0.0 0.0Total Delay 16.9 10.1 10.4LOS B B BApproach Delay 16.9 10.1 10.4Approach LOS B B B









Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 394 5 0 271 487 257Future Volume (vph) 394 5 0 271 487 257Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95Frpb, ped/bikes 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00Frt 1.00 1.00 0.95Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1649 3197 3021Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1649 3197 3021Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 428 5 0 295 529 279RTOR Reduction (vph) 1 0 0 0 114 0Lane Group Flow (vph) 432 0 0 295 694 0Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 1% 0% 0% 4% 5% 1%Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 16.3 15.9 15.9Effective Green, g (s) 18.6 18.9 18.9Actuated g/C Ratio 0.41 0.42 0.42Clearance Time (s) 6.3 7.0 7.0Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 674 1327 1254v/s Ratio Prot c0.26 0.09 c0.23v/s Ratio Permv/c Ratio 0.64 0.22 0.55Uniform Delay, d1 10.8 8.6 10.1Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.7 0.0 0.4Delay (s) 12.5 8.6 10.4Level of Service B A BApproach Delay (s) 12.5 8.6 10.4Approach LOS B A B























Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 43.0 43.0 43.0 43.0 32.0 32.0 32.0 32.0 32.0Total Split (%) 57.3% 57.3% 57.3% 57.3% 42.7% 42.7% 42.7% 42.7% 42.7%Maximum Green (s) 36.7 36.7 36.7 36.7 25.7 25.7 25.7 25.7 25.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 36.8 36.8 36.8 23.7 23.7 23.7 23.7Actuated g/C Ratio 0.54 0.54 0.54 0.34 0.34 0.34 0.34v/c Ratio 0.12 0.86 0.27 0.52 0.55 0.64 0.56Control Delay 9.3 31.5 7.3 22.1 5.1 33.5 22.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.3 31.5 7.3 22.1 5.1 33.5 22.3LOS A C A C A C CApproach Delay 9.3 24.2 12.2 25.9Approach LOS A C B C

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 68.7Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.86Intersection Signal Delay: 19.8 Intersection LOS: BIntersection Capacity Utilization 79.6% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 97 537 232 297 412 158 329v/c Ratio 0.12 0.86 0.27 0.52 0.55 0.64 0.56Control Delay 9.3 31.5 7.3 22.1 5.1 33.5 22.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.3 31.5 7.3 22.1 5.1 33.5 22.3Queue Length 50th (m) 6.4 62.4 11.1 33.0 0.0 18.5 36.0Queue Length 95th (m) 14.3 #131.8 24.2 55.4 17.3 #41.2 60.1Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m) 115.0 100.0 50.0Base Capacity (vph) 861 676 913 685 818 295 704Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.79 0.25 0.43 0.50 0.54 0.47




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 68 1 494 122 91 1 272 379 145 267 36Future Volume (vph) 20 68 1 494 122 91 1 272 379 145 267 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1597 1599 1525 1651 1390 1471 1683Flt Permitted 0.92 0.69 1.00 1.00 1.00 0.46 1.00Satd. Flow (perm) 1488 1168 1525 1650 1390 713 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 22 74 1 537 133 99 1 296 412 158 290 39RTOR Reduction (vph) 0 0 0 0 34 0 0 0 269 0 7 0Lane Group Flow (vph) 0 97 0 537 198 0 0 297 143 158 322 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 34.5 34.5 34.5 21.4 21.4 21.4 21.4Effective Green, g (s) 36.8 36.8 36.8 23.7 23.7 23.7 23.7Actuated g/C Ratio 0.54 0.54 0.54 0.35 0.35 0.35 0.35Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 799 627 819 570 480 246 582v/s Ratio Prot 0.13 0.19v/s Ratio Perm 0.06 c0.46 0.18 0.10 c0.22v/c Ratio 0.12 0.86 0.24 0.52 0.30 0.64 0.55Uniform Delay, d1 7.8 13.6 8.4 17.9 16.3 18.8 18.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 12.6 0.4 2.1 1.0 9.1 2.5Delay (s) 8.0 26.2 8.9 20.0 17.3 27.9 20.6Level of Service A C A C B C CApproach Delay (s) 8.0 21.0 18.4 23.0Approach LOS A C B C


















































Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 64.7% ICU Level of Service CAnalysis Period (min) 15




Direction, Lane # WB 1 NB 1 SB 1Volume Total 196 417 387Volume Left 173 0 72Volume Right 23 158 0cSH 358 1700 1153Volume to Capacity 0.55 0.25 0.06Queue Length 95th (m) 25.1 0.0 1.6Control Delay (s) 26.6 0.0 2.1Lane LOS D AApproach Delay (s) 26.6 0.0 2.1Approach LOS D

Intersection SummaryAverage Delay 6.0Intersection Capacity Utilization 64.7% ICU Level of Service CAnalysis Period (min) 15








Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 202 202 294 294 291Volume Left 0 0 0 0 112Volume Right 0 0 0 0 179cSH 1700 1700 1700 1700 838Volume to Capacity 0.12 0.12 0.17 0.17 0.35Queue Length 95th (m) 0.0 0.0 0.0 0.0 12.5Control Delay (s) 0.0 0.0 0.0 0.0 15.9Lane LOS CApproach Delay (s) 0.0 0.0 15.9Approach LOS C









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 238 238 492 492 661Volume Left 0 0 0 0 208Volume Right 0 0 0 0 453cSH 1700 1700 1700 1700 777Volume to Capacity 0.14 0.14 0.29 0.29 0.85Queue Length 95th (m) 0.0 0.0 0.0 0.0 80.6Control Delay (s) 0.0 0.0 0.0 0.0 32.6Lane LOS DApproach Delay (s) 0.0 0.0 32.6Approach LOS D









Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 162 265 263 243 98Volume Left (vph) 162 0 0 243 0Volume Right (vph) 0 0 76 0 98Hadj (s) 0.50 0.22 -0.14 0.55 -0.60Departure Headway (s) 6.5 6.2 5.9 6.9 5.8Degree Utilization, x 0.29 0.46 0.43 0.47 0.16Capacity (veh/h) 531 560 589 490 588Control Delay (s) 11.0 13.2 13.2 14.7 8.6Approach Delay (s) 12.3 13.2 12.9Approach LOS B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Background 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 25 396 396 327 327 116 130 35Volume Left 25 0 0 0 0 0 130 0Volume Right 0 0 0 0 0 116 0 35cSH 943 1700 1700 1700 1700 1700 200 663Volume to Capacity 0.03 0.23 0.23 0.19 0.19 0.07 0.65 0.05Queue Length 95th (m) 0.7 0.0 0.0 0.0 0.0 0.0 31.0 1.3Control Delay (s) 8.9 0.0 0.0 0.0 0.0 0.0 51.5 10.7Lane LOS A F BApproach Delay (s) 0.3 0.0 42.9Approach LOS E




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 100 782 30 109 605 279 57 82 157 271 130 68Future Volume (vph) 100 782 30 109 605 279 57 82 157 271 130 68Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 25.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 1 1 1 1 1 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95Ped Bike Factor 1.00 0.98 1.00 0.97 1.00 0.98 1.00 1.00Frt 0.850 0.850 0.850 0.948Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1554 3260 1488 1646 3228 1458 1630 1750 1403 1646 2967 0Flt Permitted 0.402 0.158 0.617 0.699Satd. Flow (perm) 656 3260 1464 274 3228 1420 1057 1750 1381 1207 2967 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 77 303 171 74Link Speed (k/h) 50 50 50 50Link Distance (m) 424.1 131.9 130.0 140.6Travel Time (s) 30.5 9.5 9.4 10.1Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Adj. Flow (vph) 109 850 33 118 658 303 62 89 171 295 141 74Shared Lane Traffic (%)Lane Group Flow (vph) 109 850 33 118 658 303 62 89 171 295 215 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 1 2Detector Template Left Thru Right Left Thru Right Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 26.0 26.0 26.0 37.0 37.0 34.5 23.8 23.8 23.8 23.8 23.8Actuated g/C Ratio 0.38 0.38 0.38 0.53 0.53 0.50 0.34 0.34 0.34 0.34 0.34v/c Ratio 0.44 0.69 0.06 0.42 0.38 0.35 0.17 0.15 0.29 0.71 0.20Control Delay 25.0 22.5 0.5 14.2 10.9 2.8 18.8 17.8 4.8 31.7 11.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.0 22.5 0.5 14.2 10.9 2.8 18.8 17.8 4.8 31.7 11.8LOS C C A B B A B B A C BApproach Delay 22.0 9.0 11.1 23.3Approach LOS C A B C









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 100 782 30 109 605 279 57 82 157 271 130 68Future Volume (vph) 100 782 30 109 605 279 57 82 157 271 130 68Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1551 3260 1465 1646 3228 1422 1628 1750 1382 1641 2969Flt Permitted 0.40 1.00 1.00 0.16 1.00 1.00 0.62 1.00 1.00 0.70 1.00Satd. Flow (perm) 656 3260 1465 274 3228 1422 1058 1750 1382 1208 2969Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 109 850 33 118 658 303 62 89 171 295 141 74RTOR Reduction (vph) 0 0 20 0 0 150 0 0 112 0 48 0Lane Group Flow (vph) 109 850 13 118 658 153 62 89 59 295 167 0Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 23.7 23.7 23.7 34.5 34.5 34.5 21.3 21.3 21.3 21.3 21.3Effective Green, g (s) 26.0 26.0 26.0 33.5 36.8 34.5 23.6 23.6 23.6 23.6 23.6Actuated g/C Ratio 0.38 0.38 0.38 0.49 0.54 0.50 0.35 0.35 0.35 0.35 0.35Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 249 1239 556 270 1736 717 365 603 476 416 1024v/s Ratio Prot c0.26 0.04 c0.20 0.05 0.06v/s Ratio Perm 0.17 0.01 0.17 0.11 0.06 0.04 c0.24v/c Ratio 0.44 0.69 0.02 0.44 0.38 0.21 0.17 0.15 0.12 0.71 0.16Uniform Delay, d1 15.8 17.8 13.3 11.4 9.2 9.4 15.6 15.5 15.3 19.4 15.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 1.5 0.0 0.8 0.1 0.1 0.2 0.1 0.1 5.1 0.1Delay (s) 16.7 19.2 13.3 12.2 9.3 9.5 15.7 15.5 15.4 24.5 15.6Level of Service B B B B A A B B B C BApproach Delay (s) 18.8 9.7 15.5 20.7Approach LOS B A B C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1177 33 150 739 0 0 0 0 395 63 254Future Volume (vph) 0 1177 33 150 739 0 0 0 0 395 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 1.00 1.00Frt 0.996 0.850Flt Protected 0.950 0.950 0.965Satd. Flow (prot) 0 4711 0 1662 4638 0 0 0 0 1564 1563 1488Flt Permitted 0.143 0.950 0.965Satd. Flow (perm) 0 4711 0 250 4638 0 0 0 0 1564 1563 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 5 140Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 7 4 4 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Adj. Flow (vph) 0 1279 36 163 803 0 0 0 0 429 68 276Shared Lane Traffic (%) 42%Lane Group Flow (vph) 0 1315 0 163 803 0 0 0 0 249 248 276Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 2 1 2 1Detector Template Thru Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 27.2 39.2 39.2 19.6 19.6 19.6Actuated g/C Ratio 0.41 0.59 0.59 0.29 0.29 0.29v/c Ratio 0.69 0.52 0.30 0.55 0.54 0.52Control Delay 19.1 14.6 7.9 25.5 25.5 13.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.1 14.6 7.9 25.5 25.5 13.9LOS B B A C C BApproach Delay 19.1 9.1 21.3Approach LOS B A C

Intersection SummaryArea Type: OtherCycle Length: 85.3Actuated Cycle Length: 67Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.69Intersection Signal Delay: 16.5 Intersection LOS: BIntersection Capacity Utilization 58.2% ICU Level of Service BAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1177 33 150 739 0 0 0 0 395 63 254Future Volume (vph) 0 1177 33 150 739 0 0 0 0 395 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4710 1662 4638 1564 1563 1488Flt Permitted 1.00 0.14 1.00 0.95 0.96 1.00Satd. Flow (perm) 4710 251 4638 1564 1563 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1279 36 163 803 0 0 0 0 429 68 276RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 99Lane Group Flow (vph) 0 1312 0 163 803 0 0 0 0 249 248 177Confl. Peds. (#/hr) 7 4 4 7Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Turn Type NA pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 8 6 6Actuated Green, G (s) 24.9 36.8 36.8 17.2 17.2 17.2Effective Green, g (s) 27.2 35.8 39.1 19.5 19.5 19.5Actuated g/C Ratio 0.41 0.54 0.59 0.29 0.29 0.29Clearance Time (s) 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1923 302 2722 457 457 435v/s Ratio Prot c0.28 c0.06 0.17v/s Ratio Perm 0.23 c0.16 0.16 0.12v/c Ratio 0.68 0.54 0.30 0.54 0.54 0.41Uniform Delay, d1 16.2 10.2 6.9 19.8 19.8 18.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 1.9 0.1 1.3 1.3 0.6Delay (s) 17.2 12.0 6.9 21.1 21.1 19.5Level of Service B B A C C BApproach Delay (s) 17.2 7.8 0.0 20.6Approach LOS B A A C







Lane Group EBT EBR WBL WBT NBL NBRMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 20.5 20.5 15.4 15.4Actuated g/C Ratio 0.46 0.46 0.35 0.35v/c Ratio 0.54 0.44 0.08 0.51Control Delay 9.6 8.8 11.1 13.9Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.6 8.8 11.1 13.9LOS A A B BApproach Delay 9.6 8.8 13.2Approach LOS A A B









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1074 0 0 885 78 254Future Volume (vph) 1074 0 0 885 78 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4684 4684 3101 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4684 4684 3101 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1167 0 0 962 85 276RTOR Reduction (vph) 0 0 0 0 0 34Lane Group Flow (vph) 1167 0 0 962 85 242Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 18.1 18.1 13.0 13.0Effective Green, g (s) 20.4 20.4 15.3 15.3Actuated g/C Ratio 0.47 0.47 0.35 0.35Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2186 2186 1085 510v/s Ratio Prot c0.25 0.21 0.03v/s Ratio Perm c0.17v/c Ratio 0.53 0.44 0.08 0.47Uniform Delay, d1 8.3 7.8 9.5 11.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 0.0 0.7Delay (s) 8.5 8.0 9.5 11.8Level of Service A A A BApproach Delay (s) 8.5 8.0 11.2Approach LOS A A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.4 53.4 19.0 51.6 51.6 32.6 32.6Total Split (%) 34.3% 34.3% 34.3% 16.6% 50.9% 18.1% 49.1% 49.1% 31.0% 31.0%Maximum Green (s) 28.0 28.0 28.0 12.9 45.4 14.5 43.6 43.6 24.6 24.6Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min None Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 31.7 31.7 31.7 13.4 49.1 15.0 31.1 31.1 12.1 12.1Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14v/c Ratio 0.19 0.80 0.60 0.78 0.53 0.78 0.03 0.51 0.12 0.15Control Delay 22.7 31.6 5.4 48.8 13.6 46.8 19.1 5.7 35.3 16.2Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.7 32.0 5.4 48.8 13.6 46.8 19.1 5.7 35.3 16.2LOS C C A D B D B A D BApproach Delay 22.6 23.5 27.2 23.5Approach LOS C C C C





Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 35 945 512 374 959 420 20 374 21 34v/c Ratio 0.19 0.80 0.60 0.78 0.53 0.78 0.03 0.51 0.12 0.15Control Delay 22.7 31.6 5.4 48.8 13.6 46.8 19.1 5.7 35.3 16.2Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.7 32.0 5.4 48.8 13.6 46.8 19.1 5.7 35.3 16.2Queue Length 50th (m) 4.2 78.2 0.0 33.5 52.1 37.4 2.3 2.3 3.4 0.6Queue Length 95th (m) 11.8 103.9 21.8 #54.5 70.1 #59.3 7.1 21.9 10.2 9.1Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 100.0 15.0Base Capacity (vph) 189 1194 852 480 1817 537 944 944 420 489Starvation Cap Reductn 0 36 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.19 0.82 0.60 0.78 0.53 0.78 0.02 0.40 0.05 0.07




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 869 471 344 841 41 386 18 344 19 4 28Future Volume (vph) 32 869 471 344 841 41 386 18 344 19 4 28Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1450 3162 3240 3162 1750 1450 1657 1447Flt Permitted 0.30 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 522 3292 1450 3162 3240 3162 1750 1450 1298 1447Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 35 945 512 374 914 45 420 20 374 21 4 30RTOR Reduction (vph) 0 0 328 0 3 0 0 0 229 0 26 0Lane Group Flow (vph) 35 945 184 374 956 0 420 20 145 21 8 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 27.7 27.7 27.7 12.9 45.1 14.5 27.1 27.1 8.1 8.1Effective Green, g (s) 31.7 31.7 31.7 13.4 49.1 15.0 31.1 31.1 12.1 12.1Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 187 1183 521 480 1803 537 617 511 178 198v/s Ratio Prot c0.29 c0.12 0.30 c0.13 0.01 0.01v/s Ratio Perm 0.07 0.13 c0.10 0.02v/c Ratio 0.19 0.80 0.35 0.78 0.53 0.78 0.03 0.28 0.12 0.04Uniform Delay, d1 19.4 25.4 20.7 36.0 12.3 35.0 18.7 20.5 33.4 33.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 3.7 0.3 7.5 0.2 7.3 0.0 0.2 0.2 0.1Delay (s) 19.8 29.1 21.0 43.5 12.5 42.3 18.7 20.8 33.6 33.1Level of Service B C C D B D B C C CApproach Delay (s) 26.1 21.2 31.8 33.3Approach LOS C C C C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 22.6 45.5 13.3 36.2 11.8 40.2 11.0 39.4 39.4Total Split (%) 20.5% 41.4% 12.1% 32.9% 10.7% 36.5% 10.0% 35.8% 35.8%Maximum Green (s) 18.6 39.1 10.3 29.8 8.8 33.5 8.0 32.7 32.7Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 0.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 16.8 39.4 36.2 29.4 30.9 22.9 29.2 22.1 22.1Actuated g/C Ratio 0.18 0.43 0.39 0.32 0.33 0.25 0.32 0.24 0.24v/c Ratio 0.77 0.67 0.40 0.82 0.69 0.69 0.72 0.37 0.61Control Delay 47.7 24.4 17.7 37.1 35.3 39.1 41.2 32.8 7.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.7 24.4 17.7 37.1 35.3 39.1 41.2 32.8 7.6LOS D C B D D D D C AApproach Delay 32.0 35.0 37.3 21.4Approach LOS C C D C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 92.5Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.82Intersection Signal Delay: 31.4 Intersection LOS: CIntersection Capacity Utilization 81.2% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 434 905 103 843 255 288 183 152 387v/c Ratio 0.77 0.67 0.40 0.82 0.69 0.69 0.72 0.37 0.61Control Delay 47.7 24.4 17.7 37.1 35.3 39.1 41.2 32.8 7.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.7 24.4 17.7 37.1 35.3 39.1 41.2 32.8 7.6Queue Length 50th (m) 41.8 67.0 8.8 76.2 38.2 49.1 26.1 25.4 0.0Queue Length 95th (m) #70.3 109.0 20.6 #122.4 59.8 77.2 #46.0 43.2 23.2Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 635 1479 304 1145 369 665 254 669 797Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.68 0.61 0.34 0.74 0.69 0.43 0.72 0.23 0.49




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 399 671 162 95 634 142 235 192 73 168 140 356Future Volume (vph) 399 671 162 95 634 142 235 192 73 168 140 356Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.97 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3101 3148 1628 3182 1624 1642 1624 1716 1442Flt Permitted 0.95 1.00 0.25 1.00 0.54 1.00 0.32 1.00 1.00Satd. Flow (perm) 3101 3148 436 3182 931 1642 545 1716 1442Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 434 729 176 103 689 154 255 209 79 183 152 387RTOR Reduction (vph) 0 18 0 0 17 0 0 14 0 0 0 295Lane Group Flow (vph) 434 887 0 103 826 0 255 274 0 183 152 92Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 16.8 37.0 34.8 27.0 29.2 20.2 27.4 19.3 19.3Effective Green, g (s) 16.8 39.4 32.8 29.4 27.2 22.9 25.4 22.0 22.0Actuated g/C Ratio 0.18 0.43 0.36 0.32 0.30 0.25 0.28 0.24 0.24Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 565 1345 243 1014 334 407 233 409 344v/s Ratio Prot c0.14 0.28 0.03 c0.26 c0.07 c0.17 0.06 0.09v/s Ratio Perm 0.12 0.16 0.16 0.06v/c Ratio 0.77 0.66 0.42 0.81 0.76 0.67 0.79 0.37 0.27Uniform Delay, d1 35.8 21.1 20.6 28.9 28.6 31.3 29.0 29.3 28.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.0 1.0 0.9 4.9 9.5 3.7 15.3 0.3 0.2Delay (s) 41.8 22.0 21.5 33.8 38.1 34.9 44.3 29.6 28.8Level of Service D C C C D C D C CApproach Delay (s) 28.4 32.5 36.4 32.9Approach LOS C C D C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 568 73 6 526 150 68 52 15 174 70 274Future Volume (vph) 271 568 73 6 526 150 68 52 15 174 70 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 1 0 1 0 0 0 1 1Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98Frt 0.983 0.967 0.985 0.850Flt Protected 0.950 0.950 0.975 0.950Satd. Flow (prot) 1630 3162 0 1662 3116 0 0 1648 0 1646 1750 1458Flt Permitted 0.190 0.387 0.821 0.681Satd. Flow (perm) 326 3162 0 674 3116 0 0 1384 0 1176 1750 1432Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 47 9 298Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Adj. Flow (vph) 295 617 79 7 572 163 74 57 16 189 76 298Shared Lane Traffic (%)Lane Group Flow (vph) 295 696 0 7 735 0 0 147 0 189 76 298Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 17.0 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 17.0 45.0 28.0 28.0 35.0 35.0 35.0 35.0 35.0Total Split (%) 21.3% 56.3% 35.0% 35.0% 43.8% 43.8% 43.8% 43.8% 43.8%Maximum Green (s) 14.0 38.9 21.9 21.9 28.9 28.9 28.9 28.9 28.9Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 -2.1 0.0 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 37.5 36.4 17.9 20.1 18.0 18.0 18.0 15.8Actuated g/C Ratio 0.60 0.58 0.29 0.32 0.29 0.29 0.29 0.25v/c Ratio 0.63 0.38 0.04 0.71 0.37 0.56 0.15 0.51Control Delay 16.6 8.2 19.3 23.0 20.2 26.9 18.0 6.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.6 8.2 19.3 23.0 20.2 26.9 18.0 6.1LOS B A B C C C B AApproach Delay 10.7 22.9 20.2 14.7Approach LOS B C C B





Lane Group EBL EBT WBL WBT NBT SBL SBT SBRLane Group Flow (vph) 295 696 7 735 147 189 76 298v/c Ratio 0.63 0.38 0.04 0.71 0.37 0.56 0.15 0.51Control Delay 16.6 8.2 19.3 23.0 20.2 26.9 18.0 6.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 16.6 8.2 19.3 23.0 20.2 26.9 18.0 6.1Queue Length 50th (m) 15.0 19.6 0.6 38.2 14.0 20.6 7.2 0.0Queue Length 95th (m) #54.7 42.1 3.8 69.1 28.9 40.3 16.5 16.2Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0Base Capacity (vph) 496 2152 244 1265 713 602 897 840Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.59 0.32 0.03 0.58 0.21 0.31 0.08 0.35




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 568 73 6 526 150 68 52 15 174 70 274Future Volume (vph) 271 568 73 6 526 150 68 52 15 174 70 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.97 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1630 3163 1657 3116 1646 1642 1750 1434Flt Permitted 0.19 1.00 0.39 1.00 0.82 0.68 1.00 1.00Satd. Flow (perm) 327 3163 675 3116 1386 1178 1750 1434Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 295 617 79 7 572 163 74 57 16 189 76 298RTOR Reduction (vph) 0 10 0 0 32 0 0 6 0 0 0 222Lane Group Flow (vph) 295 686 0 7 703 0 0 141 0 189 76 76Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 34.3 34.3 18.0 18.0 15.8 15.8 15.8 15.8Effective Green, g (s) 34.3 36.4 18.0 20.1 17.9 17.9 17.9 15.8Actuated g/C Ratio 0.55 0.58 0.29 0.32 0.29 0.29 0.29 0.25Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 458 1848 195 1005 398 338 502 363v/s Ratio Prot c0.14 0.22 c0.23 0.04v/s Ratio Perm 0.22 0.01 0.10 c0.16 0.05v/c Ratio 0.64 0.37 0.04 0.70 0.35 0.56 0.15 0.21Uniform Delay, d1 9.3 6.9 15.9 18.5 17.6 18.8 16.5 18.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.1 0.1 0.1 2.2 0.5 2.0 0.1 0.3Delay (s) 12.4 7.0 16.0 20.6 18.2 20.9 16.7 18.6Level of Service B A B C B C B BApproach Delay (s) 8.6 20.6 18.2 19.1Approach LOS A C B B




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 63 679 14 8 498 222 13 8 11 265 12 174Future Volume (vph) 63 679 14 8 498 222 13 8 11 265 12 174Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 25.0 50.0 25.0 0.0 0.0 0.0Storage Lanes 1 1 1 1 1 0 1 0Taper Length (m) 75.0 50.0 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 0.99 1.00 0.99Frt 0.850 0.850 0.914 0.860Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1568 3292 1488 1662 3325 1417 1662 1600 0 1583 1433 0Flt Permitted 0.229 0.371 0.950 0.950Satd. Flow (perm) 378 3292 1488 649 3325 1398 1661 1600 0 1583 1433 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 80 241 12 189Link Speed (k/h) 50 50 50 50Link Distance (m) 310.8 136.7 108.4 168.0Travel Time (s) 22.4 9.8 7.8 12.1Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 1% 0% 0% 0% 5% 0% 0% 0% 5% 0% 4%Adj. Flow (vph) 68 738 15 9 541 241 14 9 12 288 13 189Shared Lane Traffic (%)Lane Group Flow (vph) 68 738 15 9 541 241 14 21 0 288 202 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 1 2 1 2Detector Template Left Thru Right Left Thru Right Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Detector Phase 7 4 4 8 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 10.5 38.1 38.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (s) 15.0 53.1 53.1 38.1 38.1 38.1 36.1 36.1 36.1 36.1Total Split (%) 12.0% 42.4% 42.4% 30.4% 30.4% 30.4% 28.8% 28.8% 28.8% 28.8%Maximum Green (s) 12.0 47.0 47.0 32.0 32.0 32.0 30.0 30.0 30.0 30.0Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 31.6 31.6 31.6 20.6 20.6 20.6 10.5 10.5 23.0 23.0Actuated g/C Ratio 0.41 0.41 0.41 0.27 0.27 0.27 0.14 0.14 0.30 0.30v/c Ratio 0.26 0.55 0.02 0.05 0.61 0.44 0.06 0.09 0.61 0.36Control Delay 18.0 19.8 0.1 24.8 29.1 6.5 36.0 24.7 30.4 6.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.0 19.8 0.1 24.8 29.1 6.5 36.0 24.7 30.4 6.4LOS B B A C C A D C C AApproach Delay 19.3 22.2 29.2 20.5Approach LOS B C C C

Intersection SummaryArea Type: OtherCycle Length: 125.3Actuated Cycle Length: 77.4Natural Cycle: 125Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.61Intersection Signal Delay: 20.8 Intersection LOS: CIntersection Capacity Utilization 59.7% ICU Level of Service BAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 63 679 14 8 498 222 13 8 11 265 12 174Future Volume (vph) 63 679 14 8 498 222 13 8 11 265 12 174Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.91 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1568 3292 1488 1662 3325 1399 1662 1600 1583 1433Flt Permitted 0.23 1.00 1.00 0.37 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 378 3292 1488 650 3325 1399 1662 1600 1583 1433Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 68 738 15 9 541 241 14 9 12 288 13 189RTOR Reduction (vph) 0 0 9 0 0 176 0 10 0 0 133 0Lane Group Flow (vph) 68 738 6 9 541 65 14 11 0 288 69 0Confl. Peds. (#/hr) 1 1 1 1Heavy Vehicles (%) 6% 1% 0% 0% 0% 5% 0% 0% 0% 5% 0% 4%Turn Type pm+pt NA Perm Perm NA Perm Split NA Split NAProtected Phases 7 4 8 2 2 6 6Permitted Phases 4 4 8 8Actuated Green, G (s) 29.4 29.4 29.4 18.5 18.5 18.5 8.4 8.4 20.8 20.8Effective Green, g (s) 28.4 31.5 31.5 20.6 20.6 20.6 10.5 10.5 22.9 22.9Actuated g/C Ratio 0.37 0.41 0.41 0.27 0.27 0.27 0.14 0.14 0.30 0.30Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.3 2.5 2.5 2.5 2.5 2.5 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 246 1348 609 174 890 374 226 218 471 426v/s Ratio Prot 0.02 c0.22 0.16 c0.01 0.01 c0.18 0.05v/s Ratio Perm 0.08 0.00 0.01 0.05v/c Ratio 0.28 0.55 0.01 0.05 0.61 0.17 0.06 0.05 0.61 0.16Uniform Delay, d1 16.8 17.3 13.5 20.9 24.6 21.6 28.9 28.9 23.2 19.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.4 0.0 0.1 1.0 0.2 0.2 0.1 2.7 0.2Delay (s) 17.1 17.6 13.5 21.0 25.6 21.8 29.1 29.0 25.9 20.2Level of Service B B B C C C C C C CApproach Delay (s) 17.5 24.4 29.0 23.5Approach LOS B C C C




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 818 136 36 583 145 55Future Volume (vph) 818 136 36 583 145 55Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 75.0 50.0 0.0 50.0Storage Lanes 1 1 2 1Taper Length (m) 50.0 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Ped Bike Factor 0.99 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 3228 1403 1662 3228 3101 1488Flt Permitted 0.277 0.950Satd. Flow (perm) 3228 1386 485 3228 3097 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 148 60Link Speed (k/h) 50 50 50Link Distance (m) 140.7 332.8 68.6Travel Time (s) 10.1 24.0 4.9Confl. Peds. (#/hr) 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 6% 0% 3% 4% 0%Adj. Flow (vph) 889 148 39 634 158 60Shared Lane Traffic (%)Lane Group Flow (vph) 889 148 39 634 158 60Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 1 1 2 1 1Detector Template Thru Right Left Thru Left RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0



Lane Group EBT EBR WBL WBT NBL NBRTurn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Detector Phase 4 4 8 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 8.0 8.0Minimum Split (s) 24.5 24.5 24.5 24.5 38.1 38.1Total Split (s) 41.5 41.5 41.5 41.5 38.1 38.1Total Split (%) 52.1% 52.1% 52.1% 52.1% 47.9% 47.9%Maximum Green (s) 35.0 35.0 35.0 35.0 32.0 32.0Yellow Time (s) 4.5 4.5 4.5 4.5 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Recall Mode Min Min Min Min Min MinWalk Time (s) 12.0 12.0Flash Dont Walk (s) 20.0 20.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 18.9 18.9 18.9 18.9 10.7 10.7Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.28 0.28v/c Ratio 0.55 0.19 0.16 0.39 0.18 0.13Control Delay 7.8 1.9 6.7 6.5 12.2 5.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.8 1.9 6.7 6.5 12.2 5.5LOS A A A A B AApproach Delay 6.9 6.5 10.4Approach LOS A A B









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 818 136 36 583 145 55Future Volume (vph) 818 136 36 583 145 55Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 3228 1386 1662 3228 3101 1488Flt Permitted 1.00 1.00 0.28 1.00 0.95 1.00Satd. Flow (perm) 3228 1386 484 3228 3101 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 889 148 39 634 158 60RTOR Reduction (vph) 0 74 0 0 0 43Lane Group Flow (vph) 889 74 39 634 158 17Confl. Peds. (#/hr) 1 1 1Heavy Vehicles (%) 3% 6% 0% 3% 4% 0%Turn Type NA Perm Perm NA Prot PermProtected Phases 4 8 2Permitted Phases 4 8 2Actuated Green, G (s) 16.3 16.3 16.3 16.3 8.5 8.5Effective Green, g (s) 18.8 18.8 18.8 18.8 10.6 10.6Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.28 0.28Clearance Time (s) 6.5 6.5 6.5 6.5 6.1 6.1Vehicle Extension (s) 2.9 2.9 2.9 2.9 2.8 2.8Lane Grp Cap (vph) 1622 696 243 1622 878 421v/s Ratio Prot c0.28 0.20 c0.05v/s Ratio Perm 0.05 0.08 0.01v/c Ratio 0.55 0.11 0.16 0.39 0.18 0.04Uniform Delay, d1 6.4 4.9 5.0 5.8 10.1 9.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.1 0.3 0.1 0.1 0.0Delay (s) 6.7 5.0 5.3 5.9 10.2 9.7Level of Service A A A A B AApproach Delay (s) 6.5 5.9 10.1Approach LOS A A B
























Intersection SummaryArea Type: OtherCycle Length: 73.3Actuated Cycle Length: 44Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.66Intersection Signal Delay: 10.2 Intersection LOS: BIntersection Capacity Utilization 59.4% ICU Level of Service BAnalysis Period (min) 15








Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 443 14 2 304 308 455Future Volume (vph) 443 14 2 304 308 455Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95Frt 1.00 1.00 0.91Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1662 3197 2979Flt Permitted 0.95 0.95 1.00Satd. Flow (perm) 1662 3032 2979Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 482 15 2 330 335 495RTOR Reduction (vph) 1 0 0 0 318 0Lane Group Flow (vph) 496 0 0 332 512 0Heavy Vehicles (%) 0% 0% 0% 4% 4% 0%Turn Type Prot Perm NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 17.7 12.6 12.6Effective Green, g (s) 20.0 15.6 15.6Actuated g/C Ratio 0.46 0.36 0.36Clearance Time (s) 6.3 7.0 7.0Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 762 1084 1065v/s Ratio Prot c0.30 c0.17v/s Ratio Perm 0.11v/c Ratio 0.65 0.31 0.48Uniform Delay, d1 9.1 10.1 10.9Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.6 0.1 0.2Delay (s) 10.7 10.2 11.0Level of Service B B BApproach Delay (s) 10.7 10.2 11.0Approach LOS B B B























Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 46.3 46.3 46.3 46.3 36.3 36.3 36.3 36.3 36.3Total Split (%) 56.1% 56.1% 56.1% 56.1% 43.9% 43.9% 43.9% 43.9% 43.9%Maximum Green (s) 40.0 40.0 40.0 40.0 30.0 30.0 30.0 30.0 30.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 26.1 23.6 26.1 21.4 18.9 18.9 21.4Actuated g/C Ratio 0.47 0.42 0.47 0.38 0.34 0.34 0.38v/c Ratio 0.09 0.62 0.21 0.27 0.39 0.36 0.46Control Delay 9.3 19.2 5.2 15.1 4.5 19.2 17.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.3 19.2 5.2 15.1 4.5 19.2 17.0LOS A B A B A B BApproach Delay 9.3 14.4 8.9 17.6Approach LOS A B A B

Intersection SummaryArea Type: OtherCycle Length: 82.6Actuated Cycle Length: 56.1Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.62Intersection Signal Delay: 13.5 Intersection LOS: BIntersection Capacity Utilization 59.8% ICU Level of Service BAnalysis Period (min) 15



































Direction, Lane # EB 1 NB 1 SB 1Volume Total 27 193 147Volume Left 7 8 0Volume Right 20 0 7cSH 813 1188 1700Volume to Capacity 0.03 0.01 0.09Queue Length 95th (m) 0.8 0.2 0.0Control Delay (s) 9.6 0.4 0.0Lane LOS A AApproach Delay (s) 9.6 0.4 0.0Approach LOS A



























Direction, Lane # WB 1 NB 1 SB 1Volume Total 216 293 270Volume Left 193 0 28Volume Right 23 104 0cSH 513 1700 1252Volume to Capacity 0.42 0.17 0.02Queue Length 95th (m) 16.5 0.0 0.5Control Delay (s) 17.0 0.0 1.0Lane LOS C AApproach Delay (s) 17.0 0.0 1.0Approach LOS C





























Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Background 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Background 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 20 465 465 314 314 102 190 43Volume Left 20 0 0 0 0 0 190 0Volume Right 0 0 0 0 0 102 0 43cSH 963 1700 1700 1700 1700 1700 194 687Volume to Capacity 0.02 0.27 0.27 0.18 0.18 0.06 0.98 0.06Queue Length 95th (m) 0.5 0.0 0.0 0.0 0.0 0.0 65.7 1.6Control Delay (s) 8.8 0.0 0.0 0.0 0.0 0.0 110.0 10.6Lane LOS A F BApproach Delay (s) 0.2 0.0 91.7Approach LOS F




Appendix G

Future Total Traffic Operations Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 24.1 24.1 24.1 33.8 33.8 31.4 22.6 22.6 22.6 22.6 22.6Actuated g/C Ratio 0.37 0.37 0.37 0.52 0.52 0.48 0.35 0.35 0.35 0.35 0.35v/c Ratio 0.42 0.66 0.04 0.13 0.38 0.37 0.09 0.15 0.23 0.68 0.14Control Delay 23.0 20.6 0.1 10.3 10.8 2.9 16.4 16.4 5.0 28.6 7.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 23.0 20.6 0.1 10.3 10.8 2.9 16.4 16.4 5.0 28.6 7.4LOS C C A B B A B B A C AApproach Delay 20.4 8.3 10.7 21.6Approach LOS C A B C



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 95 725 18 29 584 285 30 75 107 261 47 82Future Volume (vph) 95 725 18 29 584 285 30 75 107 261 47 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1524 3197 1390 1484 3167 1410 1471 1606 1250 1614 2732Flt Permitted 0.41 1.00 1.00 0.18 1.00 1.00 0.66 1.00 1.00 0.70 1.00Satd. Flow (perm) 659 3197 1390 287 3167 1410 1027 1606 1250 1196 2732Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 103 788 20 32 635 310 33 82 116 284 51 89RTOR Reduction (vph) 0 0 12 0 0 158 0 0 75 0 58 0Lane Group Flow (vph) 103 788 8 32 635 152 33 82 41 284 82 0Confl. Peds. (#/hr) 4 4Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 21.9 21.9 21.9 31.4 31.4 31.4 20.1 20.1 20.1 20.1 20.1Effective Green, g (s) 24.2 24.2 24.2 30.4 33.7 31.4 22.4 22.4 22.4 22.4 22.4Actuated g/C Ratio 0.38 0.38 0.38 0.47 0.53 0.49 0.35 0.35 0.35 0.35 0.35Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 248 1206 524 238 1665 690 358 561 436 417 954v/s Ratio Prot c0.25 0.01 c0.20 0.05 0.03v/s Ratio Perm 0.16 0.01 0.05 0.11 0.03 0.03 c0.24v/c Ratio 0.42 0.65 0.01 0.13 0.38 0.22 0.09 0.15 0.09 0.68 0.09Uniform Delay, d1 14.7 16.5 12.5 10.2 9.0 9.3 14.0 14.3 14.0 17.8 14.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 1.1 0.0 0.2 0.1 0.1 0.1 0.1 0.1 4.2 0.0Delay (s) 15.5 17.6 12.5 10.4 9.1 9.5 14.1 14.4 14.1 22.0 14.0Level of Service B B B B A A B B B C BApproach Delay (s) 17.3 9.3 14.2 19.3Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 25.6 23.2 37.2 37.2 23.4 23.4 23.4Actuated g/C Ratio 0.37 0.34 0.54 0.54 0.34 0.34 0.34v/c Ratio 0.66 0.00 0.27 0.31 0.65 0.65 0.31Control Delay 20.8 0.0 11.4 9.9 26.6 26.6 6.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 20.8 0.0 11.4 9.9 26.6 26.6 6.0LOS C A B A C C AApproach Delay 20.7 10.0 22.3Approach LOS C B C



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1041 1 73 716 0 0 0 0 534 86 164Future Volume (vph) 0 1041 1 73 716 0 0 0 0 534 86 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4638 1468 1662 4594 1516 1520 1412Flt Permitted 1.00 1.00 0.15 1.00 0.95 0.97 1.00Satd. Flow (perm) 4638 1468 266 4594 1516 1520 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1132 1 79 778 0 0 0 0 580 93 178RTOR Reduction (vph) 0 0 1 0 0 0 0 0 0 0 0 102Lane Group Flow (vph) 0 1132 0 79 778 0 0 0 0 336 337 76Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 23.3 23.3 34.8 34.8 21.1 21.1 21.1Effective Green, g (s) 25.6 23.3 33.8 37.1 23.4 23.4 23.4Actuated g/C Ratio 0.37 0.34 0.49 0.54 0.34 0.34 0.34Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1733 499 284 2488 517 519 482v/s Ratio Prot c0.24 0.03 c0.17v/s Ratio Perm 0.00 0.11 0.22 0.22 0.05v/c Ratio 0.65 0.00 0.28 0.31 0.65 0.65 0.16Uniform Delay, d1 17.8 14.9 10.6 8.7 19.1 19.1 15.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.0 0.5 0.1 2.8 2.8 0.2Delay (s) 18.7 14.9 11.2 8.7 21.9 21.9 15.8Level of Service B B B A C C BApproach Delay (s) 18.7 9.0 0.0 20.6Approach LOS B A A C


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer





Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1337 0 0 753 54 111Future Volume (vph) 1337 0 0 753 54 111Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4684 4550 3162 1395Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4684 4550 3162 1395Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1453 0 0 818 59 121RTOR Reduction (vph) 0 0 0 0 0 17Lane Group Flow (vph) 1453 0 0 818 59 104Confl. Peds. (#/hr) 4 13Heavy Vehicles (%) 2% 0% 0% 5% 2% 4%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 21.0 21.0 10.8 10.8Effective Green, g (s) 23.3 23.3 13.1 13.1Actuated g/C Ratio 0.52 0.52 0.30 0.30Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2458 2387 932 411v/s Ratio Prot c0.31 0.18 0.02v/s Ratio Perm c0.07v/c Ratio 0.59 0.34 0.06 0.25Uniform Delay, d1 7.3 6.1 11.2 11.9Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.1 0.0 0.3Delay (s) 7.7 6.2 11.3 12.2Level of Service A A B BApproach Delay (s) 7.7 6.2 11.9Approach LOS A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.0 48.0 9.5 42.0 42.0 32.5 32.5Total Split (%) 40.0% 40.0% 40.0% 13.3% 53.3% 10.6% 46.7% 46.7% 36.1% 36.1%Maximum Green (s) 29.7 29.7 29.7 7.5 41.7 5.0 35.7 35.7 26.2 26.2Yellow Time (s) 4.1 4.1 4.1 3.5 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 1.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -0.5 -2.3 -0.5 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.0 32.0 32.0 7.7 43.7 5.5 19.8 19.8 10.3 10.3Actuated g/C Ratio 0.45 0.45 0.45 0.11 0.61 0.08 0.28 0.28 0.14 0.14v/c Ratio 0.39 0.84 0.35 0.43 0.58 0.46 0.01 0.22 0.09 0.11Control Delay 21.1 24.3 3.1 34.2 9.8 38.2 19.0 6.1 28.1 13.8Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.1 24.6 3.1 34.2 9.8 38.2 19.0 6.1 28.1 13.8LOS C C A C A D B A C BApproach Delay 20.7 12.6 22.8 19.2Approach LOS C B C B

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 71.5Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.84Intersection Signal Delay: 17.4 Intersection LOS: BIntersection Capacity Utilization 63.6% ICU Level of Service BAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 73 1224 278 147 1157 111 4 101 16 26v/c Ratio 0.39 0.84 0.35 0.43 0.58 0.46 0.01 0.22 0.09 0.11Control Delay 21.1 24.3 3.1 34.2 9.8 38.2 19.0 6.1 28.1 13.8Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.1 24.6 3.1 34.2 9.8 38.2 19.0 6.1 28.1 13.8Queue Length 50th (m) 6.6 77.5 0.0 10.2 45.6 7.9 0.4 0.0 2.0 0.3Queue Length 95th (m) 18.7 #108.1 12.3 18.6 62.4 15.6 2.5 10.4 7.4 6.8Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 188 1459 795 354 2000 243 912 803 509 604Starvation Cap Reductn 0 29 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.39 0.86 0.35 0.42 0.58 0.46 0.00 0.13 0.03 0.04


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 67 1126 256 135 1040 25 102 4 93 15 2 22Future Volume (vph) 67 1126 256 135 1040 25 102 4 93 15 2 22Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.86Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 3260 1435 3162 3248 3162 1716 1426 1613 1478Flt Permitted 0.25 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.76 1.00Satd. Flow (perm) 420 3260 1435 3162 3248 3162 1716 1426 1282 1478Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 73 1224 278 147 1130 27 111 4 101 16 2 24RTOR Reduction (vph) 0 0 154 0 2 0 0 0 73 0 21 0Lane Group Flow (vph) 73 1224 124 147 1155 0 111 4 28 16 5 0Confl. Peds. (#/hr) 5 5 12 12Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 29.7 29.7 29.7 7.2 41.4 5.0 17.5 17.5 8.0 8.0Effective Green, g (s) 32.0 32.0 32.0 7.7 43.7 5.5 19.8 19.8 10.3 10.3Actuated g/C Ratio 0.45 0.45 0.45 0.11 0.61 0.08 0.28 0.28 0.14 0.14Clearance Time (s) 6.3 6.3 6.3 4.5 6.3 4.5 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 187 1459 642 340 1985 243 475 394 184 212v/s Ratio Prot c0.38 0.05 c0.36 c0.04 0.00 0.00v/s Ratio Perm 0.17 0.09 c0.02 0.01v/c Ratio 0.39 0.84 0.19 0.43 0.58 0.46 0.01 0.07 0.09 0.03Uniform Delay, d1 13.2 17.5 11.9 29.9 8.4 31.6 18.7 19.1 26.5 26.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 4.3 0.1 0.6 0.4 1.4 0.0 0.1 0.1 0.0Delay (s) 14.2 21.8 12.1 30.5 8.8 32.9 18.7 19.1 26.7 26.3Level of Service B C B C A C B B C CApproach Delay (s) 19.7 11.2 26.2 26.5Approach LOS B B C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9% 35.9%Maximum Green (s) 21.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -4.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 13.1 29.9 34.6 26.7 27.9 19.8 23.4 17.6 14.8Actuated g/C Ratio 0.17 0.39 0.45 0.34 0.36 0.26 0.30 0.23 0.19v/c Ratio 0.31 0.92 0.30 0.83 0.94 0.63 0.21 0.48 0.41Control Delay 31.3 35.1 14.7 33.4 58.1 30.7 17.1 30.2 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.3 35.1 14.7 33.4 58.1 30.7 17.1 30.2 7.8LOS C D B C E C B C AApproach Delay 34.6 31.9 46.1 19.2Approach LOS C C D B



Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 154 1088 73 869 339 265 61 184 165v/c Ratio 0.31 0.92 0.30 0.83 0.94 0.63 0.21 0.48 0.41Control Delay 31.3 35.1 14.7 33.4 58.1 30.7 17.1 30.2 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.3 35.1 14.7 33.4 58.1 30.7 17.1 30.2 7.8Queue Length 50th (m) 10.6 69.8 5.1 61.5 39.3 32.5 5.8 24.5 0.0Queue Length 95th (m) 21.8 #144.7 14.6 #125.5 #92.9 61.1 13.9 44.7 14.7Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 964 1179 524 1049 361 708 339 746 671Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.16 0.92 0.14 0.83 0.94 0.37 0.18 0.25 0.25


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Future Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.94 1.00 0.99 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 2959 2803 1598 3034 1630 1583 1629 1699 1417Flt Permitted 0.95 1.00 0.16 1.00 0.44 1.00 0.44 1.00 1.00Satd. Flow (perm) 2959 2803 276 3034 751 1583 752 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 154 635 453 73 799 70 339 179 86 61 184 165RTOR Reduction (vph) 0 100 0 0 5 0 0 18 0 0 0 133Lane Group Flow (vph) 154 988 0 73 864 0 339 247 0 61 184 32Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 9.0 27.5 31.3 24.4 26.2 17.1 21.6 14.8 14.8Effective Green, g (s) 13.0 29.9 31.3 26.8 24.2 19.8 19.6 17.5 14.8Actuated g/C Ratio 0.17 0.39 0.40 0.35 0.31 0.26 0.25 0.23 0.19Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 496 1082 229 1050 326 404 256 384 270v/s Ratio Prot c0.05 c0.35 0.03 0.28 c0.11 0.16 0.02 0.11v/s Ratio Perm 0.10 c0.22 0.04 0.02v/c Ratio 0.31 0.91 0.32 0.82 1.04 0.61 0.24 0.48 0.12Uniform Delay, d1 28.3 22.5 16.0 23.1 25.5 25.4 22.5 26.0 25.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 11.4 0.6 5.1 60.6 2.1 0.4 0.5 0.1Delay (s) 28.5 33.9 16.6 28.2 86.1 27.5 22.9 26.5 26.0Level of Service C C B C F C C C CApproach Delay (s) 33.3 27.3 60.4 25.7Approach LOS C C E C

Intersection SummaryHCM 2000 Control Delay 35.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.88Actuated Cycle Length (s) 77.4 Sum of lost time (s) 15.0Intersection Capacity Utilization 78.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 4 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 27.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 47.0 47.0 47.0 47.0 40.2 40.2 40.2 40.2 40.2Total Split (%) 53.9% 53.9% 53.9% 53.9% 46.1% 46.1% 46.1% 46.1% 46.1%Maximum Green (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 25.5 25.5 25.5 32.1 32.1 32.1 29.9Actuated g/C Ratio 0.39 0.39 0.39 0.49 0.49 0.49 0.45v/c Ratio 0.69 0.53 0.51 0.75 0.24 0.21 0.27Control Delay 35.3 16.9 15.6 26.5 14.7 13.0 3.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 35.3 16.9 15.6 26.5 14.7 13.0 3.7LOS D B B C B B AApproach Delay 20.5 15.6 26.5 9.5Approach LOS C B C A

Intersection SummaryArea Type: OtherCycle Length: 87.2Actuated Cycle Length: 66.1Natural Cycle: 65Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.75Intersection Signal Delay: 18.2 Intersection LOS: BIntersection Capacity Utilization 72.8% ICU Level of Service CAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT WBT NBT SBL SBT SBRLane Group Flow (vph) 153 628 597 459 105 170 200v/c Ratio 0.69 0.53 0.51 0.75 0.24 0.21 0.27Control Delay 35.3 16.9 15.6 26.5 14.7 13.0 3.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 35.3 16.9 15.6 26.5 14.7 13.0 3.7Queue Length 50th (m) 17.7 34.5 30.3 43.2 7.1 11.3 0.0Queue Length 95th (m) 39.2 47.8 43.0 #132.5 24.5 33.2 13.0Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 25.0Base Capacity (vph) 396 2120 2066 728 519 968 865Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.39 0.30 0.29 0.63 0.20 0.18 0.23


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 538 40 0 442 108 240 171 11 97 156 184Future Volume (vph) 141 538 40 0 442 108 240 171 11 97 156 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.97 0.95 1.00 1.00Satd. Flow (prot) 1551 3066 2973 1667 1629 1667 1417Flt Permitted 0.35 1.00 1.00 0.73 0.52 1.00 1.00Satd. Flow (perm) 574 3066 2973 1254 894 1667 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 153 585 43 0 480 117 261 186 12 105 170 200RTOR Reduction (vph) 0 7 0 0 29 0 0 1 0 0 0 109Lane Group Flow (vph) 153 621 0 0 568 0 0 458 0 105 170 91Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 23.3 23.3 23.3 29.9 29.9 29.9 29.9Effective Green, g (s) 25.4 25.4 25.4 32.0 32.0 32.0 29.9Actuated g/C Ratio 0.39 0.39 0.39 0.49 0.49 0.49 0.46Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 222 1190 1154 613 437 815 647v/s Ratio Prot 0.20 0.19 0.10v/s Ratio Perm c0.27 c0.37 0.12 0.06v/c Ratio 0.69 0.52 0.49 0.75 0.24 0.21 0.14Uniform Delay, d1 16.7 15.3 15.1 13.4 9.7 9.5 10.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.6 0.4 0.3 5.0 0.3 0.1 0.1Delay (s) 25.3 15.8 15.5 18.4 10.0 9.6 10.4Level of Service C B B B A A BApproach Delay (s) 17.6 15.5 18.4 10.0Approach LOS B B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Future Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 50.0 0.0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95Frt 0.951 0.971 0.943 0.961Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1630 3100 0 1630 3165 0 1630 3074 0 1630 3133 0Flt Permitted 0.462 0.294 0.598 0.591Satd. Flow (perm) 793 3100 0 504 3165 0 1026 3074 0 1014 3133 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 118 42 100 54Link Speed (k/h) 50 50 50 50Link Distance (m) 136.7 152.3 137.9 105.9Travel Time (s) 9.8 11.0 9.9 7.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 434 210 101 343 82 199 161 100 70 153 54Shared Lane Traffic (%)Lane Group Flow (vph) 59 644 0 101 425 0 199 261 0 70 207 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6

Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.3 9.5 24.3 9.5 24.3 9.5 24.3Total Split (s) 9.5 24.3 9.5 24.3 9.5 26.7 9.5 26.7Total Split (%) 13.6% 34.7% 13.6% 34.7% 13.6% 38.1% 13.6% 38.1%Maximum Green (s) 6.5 18.0 6.5 18.0 6.5 20.4 6.5 20.4Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.2 0.0 2.2 0.0 2.2 0.0 2.2Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 21.9 16.7 22.2 16.8 16.6 11.0 16.0 10.7Actuated g/C Ratio 0.40 0.31 0.41 0.31 0.30 0.20 0.29 0.20v/c Ratio 0.15 0.62 0.32 0.42 0.53 0.37 0.20 0.31Control Delay 9.0 16.2 11.2 15.0 19.9 13.9 13.7 15.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.0 16.2 11.2 15.0 19.9 13.9 13.7 15.8LOS A B B B B B B BApproach Delay 15.6 14.3 16.5 15.2Approach LOS B B B B

Intersection SummaryArea Type: OtherCycle Length: 70Actuated Cycle Length: 54.5Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.62Intersection Signal Delay: 15.4 Intersection LOS: BIntersection Capacity Utilization 54.6% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 108: Stanley Avenue & Marine Land Pkway (RR 49)

Queues Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Future Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.95 1.00 0.97 1.00 0.94 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3100 1630 3165 1630 3072 1630 3132Flt Permitted 0.46 1.00 0.29 1.00 0.60 1.00 0.59 1.00Satd. Flow (perm) 792 3100 505 3165 1026 3072 1013 3132Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 434 210 101 343 82 199 161 100 70 153 54RTOR Reduction (vph) 0 82 0 0 29 0 0 80 0 0 43 0Lane Group Flow (vph) 59 562 0 101 396 0 199 181 0 70 164 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 20.6 14.4 21.0 14.6 15.3 8.7 14.7 8.4Effective Green, g (s) 18.6 16.7 19.0 16.9 13.3 11.0 12.7 10.7Actuated g/C Ratio 0.34 0.31 0.35 0.31 0.24 0.20 0.23 0.20Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 350 951 288 983 313 621 296 616v/s Ratio Prot 0.02 c0.18 c0.03 0.13 c0.07 0.06 0.02 0.05v/s Ratio Perm 0.04 0.09 c0.09 0.03v/c Ratio 0.17 0.59 0.35 0.40 0.64 0.29 0.24 0.27Uniform Delay, d1 12.2 16.0 12.5 14.8 17.7 18.4 16.7 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 1.0 0.7 0.3 4.2 0.3 0.4 0.2Delay (s) 12.5 17.0 13.3 15.0 21.9 18.7 17.1 18.8Level of Service B B B B C B B BApproach Delay (s) 16.6 14.7 20.1 18.3Approach LOS B B C B


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer





Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer





Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer





Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing 2031 Summer





Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing 2031 Summer



Direction, Lane # EB 1 NB 1 SB 1Volume Total 92 417 465Volume Left 71 27 0Volume Right 21 0 52cSH 332 1107 1700Volume to Capacity 0.28 0.02 0.27Queue Length 95th (m) 8.9 0.6 0.0Control Delay (s) 20.0 0.8 0.0Lane LOS C AApproach Delay (s) 20.0 0.8 0.0Approach LOS C


Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 60.3% ICU Level of Service BAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing 2031 Summer




Intersection SummaryAverage Delay 1.2Intersection Capacity Utilization 60.3% ICU Level of Service BAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 107.8% ICU Level of Service GAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing 2031 Summer



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 522 61 729 358Volume Left 184 9 405 11Volume Right 326 30 16 223cSH 140 93 1223 1176Volume to Capacity 3.72 0.66 0.33 0.01Queue Length 95th (m) Err 25.6 11.7 0.2Control Delay (s) Err 99.2 6.9 0.3Lane LOS F F A AApproach Delay (s) Err 99.2 6.9 0.3Approach LOS F F

Intersection SummaryAverage Delay 3132.2Intersection Capacity Utilization 107.8% ICU Level of Service GAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 260 260 186 186 414Volume Left 0 0 0 0 291Volume Right 0 0 0 0 123cSH 1700 1700 1700 1700 589Volume to Capacity 0.15 0.15 0.11 0.11 0.70Queue Length 95th (m) 0.0 0.0 0.0 0.0 45.1Control Delay (s) 0.0 0.0 0.0 0.0 25.3Lane LOS DApproach Delay (s) 0.0 0.0 25.3Approach LOS D


Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 400 400 284 284 478Volume Left 0 0 0 0 154Volume Right 0 0 0 0 324cSH 1700 1700 1700 1700 605Volume to Capacity 0.23 0.23 0.17 0.17 0.79Queue Length 95th (m) 0.0 0.0 0.0 0.0 60.9Control Delay (s) 0.0 0.0 0.0 0.0 35.3Lane LOS EApproach Delay (s) 0.0 0.0 35.3Approach LOS E


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 73.5% ICU Level of Service DAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 516 118 405 216 243Volume Left (vph) 516 0 0 216 0Volume Right (vph) 0 0 198 0 243Hadj (s) 0.65 0.09 -0.22 0.69 -0.22Departure Headway (s) 7.5 6.9 6.5 8.0 7.1Degree Utilization, x 1.07 0.23 0.73 0.48 0.48Capacity (veh/h) 476 513 540 432 497Control Delay (s) 86.7 10.7 25.4 17.0 15.3Approach Delay (s) 72.5 25.4 16.1Approach LOS F D C

Intersection SummaryDelay 42.5Level of Service EIntersection Capacity Utilization 73.5% ICU Level of Service DAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing 2031 Summer


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 49 506 444 62 16 43Future Volume (Veh/h) 49 506 444 62 16 43Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 53 550 483 67 17 47PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m)pX, platoon unblockedvC, conflicting volume 483 864 242vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 483 864 242tC, single (s) 4.4 6.9 7.2tC, 2 stage (s)tF (s) 2.3 3.5 3.4p0 queue free % 95 94 94cM capacity (veh/h) 996 272 724

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 53 275 275 242 242 67 17 47Volume Left 53 0 0 0 0 0 17 0Volume Right 0 0 0 0 0 67 0 47cSH 996 1700 1700 1700 1700 1700 272 724Volume to Capacity 0.05 0.16 0.16 0.14 0.14 0.04 0.06 0.06Queue Length 95th (m) 1.3 0.0 0.0 0.0 0.0 0.0 1.6 1.7Control Delay (s) 8.8 0.0 0.0 0.0 0.0 0.0 19.1 10.3Lane LOS A C BApproach Delay (s) 0.8 0.0 12.6Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.3 33.3 33.3 6.4 45.8 45.8 32.0 32.0 32.0 32.0 32.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 3.8 3.8 3.8 7.1 3.8 6.1 3.8 3.8 3.8 3.8 3.8Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 30.9 30.9 30.9 40.1 43.4 41.1 33.4 33.4 33.4 33.4 33.4Actuated g/C Ratio 0.37 0.37 0.37 0.48 0.51 0.49 0.40 0.40 0.40 0.40 0.40v/c Ratio 0.67 0.79 0.05 0.64 0.64 0.50 0.08 0.17 0.44 0.92 0.18Control Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2LOS D C A C B A B B A D BApproach Delay 30.5 14.1 11.8 39.2Approach LOS C B B D



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 98 937 30 113 1070 474 35 111 301 430 223v/c Ratio 0.67 0.79 0.05 0.64 0.64 0.50 0.08 0.17 0.44 0.92 0.18Control Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Length 50th (m) 14.0 74.7 0.0 10.6 67.2 0.0 3.8 12.3 9.9 69.9 8.6Queue Length 95th (m) #39.0 98.5 0.0 #25.2 87.9 15.0 10.5 25.0 31.4 #135.9 17.0Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 169 1371 685 179 1852 1005 438 675 702 484 1271Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.58 0.68 0.04 0.63 0.58 0.47 0.08 0.16 0.43 0.89 0.18


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 862 28 104 984 436 32 102 277 396 115 90Future Volume (vph) 90 862 28 104 984 436 32 102 277 396 115 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.8 3.8 7.1 3.8 6.1 3.8 3.8 3.8 3.8 3.8Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1538 3228 1463 1568 3228 1447 1662 1651 1411 1644 3000Flt Permitted 0.25 1.00 1.00 0.12 1.00 1.00 0.61 1.00 1.00 0.69 1.00Satd. Flow (perm) 399 3228 1463 190 3228 1447 1072 1651 1411 1186 3000Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 98 937 30 113 1070 474 35 111 301 430 125 98RTOR Reduction (vph) 0 0 19 0 0 243 0 0 128 0 44 0Lane Group Flow (vph) 98 937 11 113 1070 231 35 111 173 430 179 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 28.6 28.6 28.6 41.1 41.1 41.1 31.1 31.1 31.1 31.1 31.1Effective Green, g (s) 30.9 30.9 30.9 40.1 43.4 41.1 33.4 33.4 33.4 33.4 33.4Actuated g/C Ratio 0.37 0.37 0.37 0.48 0.51 0.49 0.40 0.40 0.40 0.40 0.40Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 146 1181 535 178 1659 704 424 653 558 469 1187v/s Ratio Prot c0.29 0.04 c0.33 0.07 0.06v/s Ratio Perm 0.25 0.01 0.26 0.16 0.03 0.12 c0.36v/c Ratio 0.67 0.79 0.02 0.63 0.64 0.33 0.08 0.17 0.31 0.92 0.15Uniform Delay, d1 22.5 23.9 17.1 16.6 14.9 13.2 15.9 16.5 17.6 24.2 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.5 3.6 0.0 6.3 0.8 0.2 0.1 0.1 0.2 22.6 0.0Delay (s) 33.0 27.5 17.1 22.9 15.7 13.4 16.0 16.6 17.8 46.8 16.4Level of Service C C B C B B B B B D BApproach Delay (s) 27.7 15.5 17.4 36.4Approach LOS C B B D


Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Future Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 0 1 1 0 0 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 0.98 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950 0.962Satd. Flow (prot) 0 4684 1488 1630 4684 0 0 0 0 1504 1500 1444Flt Permitted 0.109 0.950 0.962Satd. Flow (perm) 0 4684 1462 187 4684 0 0 0 0 1501 1498 1444Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 111 111Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 6 6 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Adj. Flow (vph) 0 1428 49 142 1321 0 0 0 0 780 89 323Shared Lane Traffic (%) 45%Lane Group Flow (vph) 0 1428 49 142 1321 0 0 0 0 429 440 323Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 1 2 1 2 1Detector Template Thru Right Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 14.1 36.3 36.3 36.3 36.3Total Split (s) 39.0 39.0 14.1 52.6 37.4 37.4 37.4Total Split (%) 43.1% 43.1% 15.6% 58.1% 41.3% 41.3% 41.3%Maximum Green (s) 32.9 32.9 8.0 46.5 31.3 31.3 31.3Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 3.8 6.1 7.1 3.8 3.8 3.8 3.8Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 32.9 30.6 43.8 47.2 30.6 30.6 30.6Actuated g/C Ratio 0.39 0.36 0.51 0.55 0.36 0.36 0.36v/c Ratio 0.79 0.08 0.66 0.51 0.80 0.82 0.55Control Delay 27.4 0.3 29.7 13.2 37.8 39.7 18.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.4 0.3 29.7 13.2 37.8 39.7 18.2LOS C A C B D D BApproach Delay 26.5 14.8 33.2Approach LOS C B C



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1428 49 142 1321 429 440 323v/c Ratio 0.79 0.08 0.66 0.51 0.80 0.82 0.55Control Delay 27.4 0.3 29.7 13.2 37.8 39.7 18.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.4 0.3 29.7 13.2 37.8 39.7 18.2Queue Length 50th (m) 82.4 0.0 13.3 52.7 71.4 74.2 29.0Queue Length 95th (m) 101.1 0.0 #36.3 64.9 #122.0 #127.1 55.3Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 1951 637 215 2733 597 596 641Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.73 0.08 0.66 0.48 0.72 0.74 0.50


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Future Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 6.1 7.1 3.8 3.8 3.8 3.8Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4684 1462 1630 4684 1502 1497 1444Flt Permitted 1.00 1.00 0.11 1.00 0.95 0.96 1.00Satd. Flow (perm) 4684 1462 187 4684 1502 1497 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1428 49 142 1321 0 0 0 0 780 89 323RTOR Reduction (vph) 0 0 31 0 0 0 0 0 0 0 0 71Lane Group Flow (vph) 0 1428 18 142 1321 0 0 0 0 429 440 252Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 30.6 30.6 44.8 44.8 28.2 28.2 28.2Effective Green, g (s) 32.9 30.6 43.8 47.1 30.5 30.5 30.5Actuated g/C Ratio 0.39 0.36 0.51 0.55 0.36 0.36 0.36Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1808 525 216 2589 537 535 516v/s Ratio Prot c0.30 0.05 c0.28v/s Ratio Perm 0.01 0.28 0.29 0.29 0.17v/c Ratio 0.79 0.03 0.66 0.51 0.80 0.82 0.49Uniform Delay, d1 23.1 17.7 15.8 11.9 24.6 24.9 21.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.4 0.0 7.0 0.2 8.1 9.9 0.7Delay (s) 25.5 17.7 22.8 12.0 32.7 34.8 22.0Level of Service C B C B C C CApproach Delay (s) 25.2 13.1 0.0 30.6Approach LOS C B A C


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1817 216 0 1269 89 148Future Volume (vph) 1817 216 0 1269 89 148Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.91 0.91 1.00 0.91 0.97 1.00Ped Bike Factor 0.99Frt 0.984 0.850Flt Protected 0.950Satd. Flow (prot) 4578 0 0 4684 3101 1430Flt Permitted 0.950Satd. Flow (perm) 4578 0 0 4684 3101 1410Right Turn on Red Yes YesSatd. Flow (RTOR) 51 6Link Speed (k/h) 50 50 50Link Distance (m) 72.6 48.7 79.4Travel Time (s) 5.2 3.5 5.7Confl. Peds. (#/hr) 3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 0% 0% 2% 4% 4%Adj. Flow (vph) 1975 235 0 1379 97 161Shared Lane Traffic (%)Lane Group Flow (vph) 2210 0 0 1379 97 161Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2






Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBT WBT NBL NBRLane Group Flow (vph) 2210 1379 97 161v/c Ratio 0.81 0.50 0.12 0.42Control Delay 12.6 7.5 14.7 19.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.6 7.5 14.7 19.0Queue Length 50th (m) 49.9 23.5 3.7 12.7Queue Length 95th (m) #95.4 43.1 8.1 26.3Internal Link Dist (m) 48.6 24.7 55.4Turn Bay Length (m)Base Capacity (vph) 2713 2754 1239 567Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.81 0.50 0.08 0.28


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Future Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 15.0 25.0Storage Lanes 1 1 2 0 2 1 1 0Taper Length (m) 40.0 7.5 7.5 7.5Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.97 1.00 1.00 0.99 0.99 1.00 0.98Frt 0.850 0.999 0.850 0.869Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1568 3197 1444 3162 3221 0 3162 1606 1458 1662 1417 0Flt Permitted 0.118 0.950 0.950 0.739Satd. Flow (perm) 195 3197 1405 3153 3221 0 3137 1606 1439 1292 1417 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 310 1 237 5Link Speed (k/h) 50 50 50 50Link Distance (m) 92.8 615.8 309.8 194.6Travel Time (s) 6.7 44.3 22.3 14.0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Adj. Flow (vph) 39 1621 475 317 2053 16 458 28 237 23 15 104Shared Lane Traffic (%)Lane Group Flow (vph) 39 1621 475 317 2069 0 458 28 237 23 119 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 1 2Detector Template Left Thru Right Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 12.1 36.0 11.1 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.0 53.0 20.0 52.0 52.0 32.0 32.0Total Split (%) 34.3% 34.3% 34.3% 16.2% 50.5% 19.0% 49.5% 49.5% 30.5% 30.5%Maximum Green (s) 29.9 29.9 29.9 10.9 46.9 13.9 45.9 45.9 25.9 25.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 2.1 2.1 2.1 5.6 2.1 5.6 2.1 2.1 2.1 2.1Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 33.9 33.9 33.9 11.4 51.0 14.4 36.4 36.4 16.4 16.4Actuated g/C Ratio 0.37 0.37 0.37 0.12 0.56 0.16 0.40 0.40 0.18 0.18v/c Ratio 0.54 1.37 0.66 0.80 1.15 0.92 0.04 0.33 0.10 0.46Control Delay 56.7 198.6 13.7 56.6 98.8 64.8 16.7 3.7 31.7 38.1Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 56.7 198.7 13.7 56.6 98.8 64.8 16.7 3.7 31.7 38.1LOS E F B E F E B A C DApproach Delay 154.9 93.2 42.9 37.0Approach LOS F F D D

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 91.6Natural Cycle: 145Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.37Intersection Signal Delay: 109.4 Intersection LOS: FIntersection Capacity Utilization 95.3% ICU Level of Service FAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 39 1621 475 317 2069 458 28 237 23 119v/c Ratio 0.54 1.37 0.66 0.80 1.15 0.92 0.04 0.33 0.10 0.46Control Delay 56.7 198.6 13.7 56.6 98.8 64.8 16.7 3.7 31.7 38.1Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 56.7 198.7 13.7 56.6 98.8 64.8 16.7 3.7 31.7 38.1Queue Length 50th (m) 5.6 ~209.5 22.2 29.7 ~240.0 43.4 3.1 0.0 3.6 19.1Queue Length 95th (m) #24.1 #275.8 64.6 #55.6 #314.2 #79.2 8.4 13.6 10.4 35.8Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 72 1184 715 394 1792 497 876 892 422 466Starvation Cap Reductn 0 38 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.54 1.41 0.66 0.80 1.15 0.92 0.03 0.27 0.05 0.26


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Future Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 2.1 2.1 2.1 5.6 2.1 5.6 2.1 2.1 2.1 2.1Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1568 3197 1407 3162 3221 3162 1606 1439 1661 1418Flt Permitted 0.12 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 194 3197 1407 3162 3221 3162 1606 1439 1292 1418Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 39 1621 475 317 2053 16 458 28 237 23 15 104RTOR Reduction (vph) 0 0 195 0 0 0 0 0 143 0 4 0Lane Group Flow (vph) 39 1621 280 317 2069 0 458 28 94 23 115 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 30.0 30.0 30.0 10.9 47.0 13.9 32.4 32.4 12.4 12.4Effective Green, g (s) 34.0 34.0 34.0 11.4 51.0 14.4 36.4 36.4 16.4 16.4Actuated g/C Ratio 0.37 0.37 0.37 0.12 0.56 0.16 0.40 0.40 0.18 0.18Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 72 1186 522 393 1793 497 638 571 231 253v/s Ratio Prot c0.51 0.10 c0.64 c0.14 0.02 c0.08v/s Ratio Perm 0.20 0.20 0.07 0.02v/c Ratio 0.54 1.37 0.54 0.81 1.15 0.92 0.04 0.16 0.10 0.45Uniform Delay, d1 22.7 28.8 22.6 39.0 20.3 38.0 16.9 17.8 31.4 33.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.4 170.5 0.8 11.2 76.0 22.6 0.0 0.1 0.1 0.9Delay (s) 29.1 199.3 23.4 50.2 96.3 60.7 16.9 17.9 31.6 34.5Level of Service C F C D F E B B C CApproach Delay (s) 157.1 90.2 44.9 34.1Approach LOS F F D C

Intersection SummaryHCM 2000 Control Delay 109.2 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.09Actuated Cycle Length (s) 91.6 Sum of lost time (s) 15.4Intersection Capacity Utilization 95.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Future Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 50.0 0.0 50.0 50.0Storage Lanes 2 0 1 0 1 0 1 0Taper Length (m) 50.0 50.0 50.0 50.0Lane Util. Factor 0.97 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.99 0.98 1.00 1.00 1.00Frt 0.947 0.991 0.963 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 3193 3007 0 1630 3196 0 1568 1667 0 1646 1733 1473Flt Permitted 0.950 0.119 0.236 0.350Satd. Flow (perm) 3170 3007 0 204 3196 0 390 1667 0 605 1733 1473Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 107 6 16 209Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 24 11 11 24 3 3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Adj. Flow (vph) 354 988 538 53 1372 88 648 229 74 127 267 368Shared Lane Traffic (%)Lane Group Flow (vph) 354 1526 0 53 1460 0 648 303 0 127 267 368Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 11.4 30.4 11.1 30.4 11.1 37.7 11.1 37.7 37.7Total Split (s) 18.0 47.4 11.1 39.0 15.0 42.1 11.1 38.0 38.0Total Split (%) 16.1% 42.4% 9.9% 34.9% 13.4% 37.7% 9.9% 34.0% 34.0%Maximum Green (s) 11.9 41.3 5.0 32.9 8.9 36.0 5.0 31.9 31.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.4 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 3.7 3.7 7.1 3.7 7.1 3.4 7.1 3.4 3.4Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 14.4 43.9 37.5 36.9 31.0 26.8 23.2 22.9 22.9Actuated g/C Ratio 0.14 0.44 0.37 0.37 0.31 0.27 0.23 0.23 0.23v/c Ratio 0.77 1.11 0.40 1.23 3.03 0.66 0.70 0.67 0.74Control Delay 55.0 86.4 24.6 142.8 942.5 37.9 48.7 43.8 24.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.0 86.4 24.6 142.8 942.5 37.9 48.7 43.8 24.2LOS D F C F F D D D CApproach Delay 80.5 138.6 654.3 35.2Approach LOS F F F D

Intersection SummaryArea Type: OtherCycle Length: 111.7Actuated Cycle Length: 100.1Natural Cycle: 145Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 3.03Intersection Signal Delay: 197.8 Intersection LOS: FIntersection Capacity Utilization 114.9% ICU Level of Service HAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 354 1526 53 1460 648 303 127 267 368v/c Ratio 0.77 1.11 0.40 1.23 3.03 0.66 0.70 0.67 0.74Control Delay 55.0 86.4 24.6 142.8 942.5 37.9 48.7 43.8 24.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.0 86.4 24.6 142.8 942.5 37.9 48.7 43.8 24.2Queue Length 50th (m) 35.9 ~179.4 5.1 ~193.6 ~213.5 52.0 18.2 49.8 29.7Queue Length 95th (m) #66.4 #262.6 13.8 #277.4 #323.7 79.9 31.9 76.2 63.1Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 458 1377 133 1183 214 656 181 604 650Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.77 1.11 0.40 1.23 3.03 0.46 0.70 0.44 0.57


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Future Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.7 3.7 7.1 3.7 7.1 3.4 7.1 3.4 3.4Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.95 1.00 0.99 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3193 3010 1630 3197 1568 1668 1645 1733 1473Flt Permitted 0.95 1.00 0.12 1.00 0.24 1.00 0.35 1.00 1.00Satd. Flow (perm) 3193 3010 204 3197 390 1668 606 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 354 988 538 53 1372 88 648 229 74 127 267 368RTOR Reduction (vph) 0 60 0 0 4 0 0 12 0 0 0 161Lane Group Flow (vph) 354 1466 0 53 1456 0 648 291 0 127 267 207Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 11.9 41.5 39.6 34.6 33.0 24.1 25.2 20.2 20.2Effective Green, g (s) 14.3 43.9 37.6 37.0 31.0 26.8 23.2 22.9 22.9Actuated g/C Ratio 0.14 0.44 0.38 0.37 0.31 0.27 0.23 0.23 0.23Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 456 1321 133 1182 213 447 182 396 337v/s Ratio Prot c0.11 c0.49 0.02 c0.46 c0.24 0.17 0.03 0.15v/s Ratio Perm 0.13 c0.70 0.13 0.14v/c Ratio 0.78 1.11 0.40 1.23 3.04 0.65 0.70 0.67 0.61Uniform Delay, d1 41.3 28.1 24.6 31.5 32.3 32.5 35.0 35.1 34.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.8 60.6 1.4 111.9 931.4 2.8 10.2 3.8 2.5Delay (s) 49.1 88.7 26.1 143.4 963.8 35.2 45.3 38.9 37.1Level of Service D F C F F D D D DApproach Delay (s) 81.2 139.3 667.9 39.1Approach LOS F F F D

Intersection SummaryHCM 2000 Control Delay 201.4 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.92Actuated Cycle Length (s) 100.0 Sum of lost time (s) 21.3Intersection Capacity Utilization 114.9% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 11.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 14.0 41.1 27.1 27.1 33.9 33.9 33.9 33.9 33.9Total Split (%) 18.7% 54.8% 36.1% 36.1% 45.2% 45.2% 45.2% 45.2% 45.2%Maximum Green (s) 7.9 35.0 21.0 21.0 27.8 27.8 27.8 27.8 27.8Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -0.5 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 5.6 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 35.5 37.1 23.1 23.1 29.9 29.9 29.9 27.8Actuated g/C Ratio 0.47 0.49 0.31 0.31 0.40 0.40 0.40 0.37v/c Ratio 0.91 0.60 0.06 0.97 1.95 0.43 0.39 0.40Control Delay 55.4 15.1 19.8 49.1 457.3 20.9 18.2 4.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.4 15.1 19.8 49.1 457.3 20.9 18.2 4.1LOS E B B D F C B AApproach Delay 23.4 48.8 457.3 13.2Approach LOS C D F B

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 75Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.95Intersection Signal Delay: 119.6 Intersection LOS: FIntersection Capacity Utilization 112.4% ICU Level of Service HAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT WBL WBT NBT SBL SBT SBRLane Group Flow (vph) 246 943 10 964 770 160 272 288v/c Ratio 0.91 0.60 0.06 0.97 1.95 0.43 0.39 0.40Control Delay 55.4 15.1 19.8 49.1 457.3 20.9 18.2 4.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.4 15.1 19.8 49.1 457.3 20.9 18.2 4.1Queue Length 50th (m) 21.6 48.4 1.0 70.5 ~183.9 16.8 28.0 0.0Queue Length 95th (m) #64.5 66.8 4.5 #112.5 #251.1 33.7 47.4 14.8Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0Base Capacity (vph) 269 1578 162 990 395 372 690 721Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.91 0.60 0.06 0.97 1.95 0.43 0.39 0.40


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 226 760 108 9 689 198 438 258 13 147 250 265Future Volume (vph) 226 760 108 9 689 198 438 258 13 147 250 265Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 5.6 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.97 0.95 1.00 1.00Satd. Flow (prot) 1599 3163 1657 3100 1679 1657 1733 1458Flt Permitted 0.15 1.00 0.30 1.00 0.57 0.54 1.00 1.00Satd. Flow (perm) 248 3163 529 3100 991 936 1733 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 246 826 117 10 749 215 476 280 14 160 272 288RTOR Reduction (vph) 0 15 0 0 35 0 0 1 0 0 0 181Lane Group Flow (vph) 246 928 0 10 929 0 0 769 0 160 272 107Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 35.0 35.0 21.0 21.0 27.8 27.8 27.8 27.8Effective Green, g (s) 35.5 37.1 23.1 23.1 29.9 29.9 29.9 27.8Actuated g/C Ratio 0.47 0.49 0.31 0.31 0.40 0.40 0.40 0.37Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 268 1564 162 954 395 373 690 540v/s Ratio Prot c0.10 0.29 c0.30 0.16v/s Ratio Perm 0.33 0.02 c0.78 0.17 0.07v/c Ratio 0.92 0.59 0.06 0.97 1.95 0.43 0.39 0.20Uniform Delay, d1 16.3 13.6 18.3 25.6 22.6 16.4 16.1 16.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 33.6 0.6 0.2 22.7 435.7 0.8 0.4 0.2Delay (s) 49.9 14.2 18.5 48.4 458.2 17.2 16.5 16.2Level of Service D B B D F B B BApproach Delay (s) 21.6 48.1 458.2 16.5Approach LOS C D F B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 11.1 24.3 11.1 24.3 11.1 24.3 11.1 24.3Total Split (s) 14.7 30.0 15.0 30.3 18.0 28.6 16.4 27.0Total Split (%) 16.3% 33.3% 16.7% 33.7% 20.0% 31.8% 18.2% 30.0%Maximum Green (s) 8.6 23.9 8.9 24.2 11.9 22.5 10.3 20.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 7.1 3.8 7.1 3.8 7.1 3.8 7.1 3.8Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 29.0 25.3 30.4 26.0 23.3 15.8 17.8 13.1Actuated g/C Ratio 0.37 0.32 0.39 0.33 0.30 0.20 0.23 0.17v/c Ratio 0.47 0.83 0.68 0.59 0.84 0.51 0.48 0.62Control Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3LOS B C C C D B C BApproach Delay 30.8 24.8 30.5 19.0Approach LOS C C C B



Queues Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 130 869 166 635 259 378 125 435v/c Ratio 0.47 0.83 0.68 0.59 0.84 0.51 0.48 0.62Control Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3Queue Length 50th (m) 11.3 62.6 14.8 39.8 31.6 17.0 13.9 14.6Queue Length 95th (m) 24.3 #104.8 #41.1 62.8 #62.4 30.4 26.1 28.8Internal Link Dist (m) 112.7 116.7 72.7 109.0Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 288 1083 251 1102 314 1072 290 1055Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.45 0.80 0.66 0.58 0.82 0.35 0.43 0.41


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 120 603 197 153 433 151 238 212 136 115 177 224Future Volume (vph) 120 603 197 153 433 151 238 212 136 115 177 224Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 7.1 3.8 7.1 3.8 7.1 3.8 7.1 3.8Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.96 1.00 0.96 1.00 0.94 1.00 0.92Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3139 1630 3134 1630 3068 1630 2987Flt Permitted 0.27 1.00 0.18 1.00 0.32 1.00 0.46 1.00Satd. Flow (perm) 465 3139 302 3134 549 3068 785 2987Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 655 214 166 471 164 259 230 148 125 192 243RTOR Reduction (vph) 0 34 0 0 37 0 0 118 0 0 203 0Lane Group Flow (vph) 130 835 0 166 598 0 259 260 0 125 233 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 31.0 23.0 32.4 23.7 25.2 13.5 19.8 10.8Effective Green, g (s) 29.0 25.3 30.4 26.0 23.2 15.8 17.8 13.1Actuated g/C Ratio 0.37 0.32 0.39 0.33 0.30 0.20 0.23 0.17Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 275 1010 246 1036 309 616 263 497v/s Ratio Prot 0.04 c0.27 c0.07 0.19 c0.11 0.08 0.05 0.08v/s Ratio Perm 0.13 0.19 c0.13 0.06v/c Ratio 0.47 0.83 0.67 0.58 0.84 0.42 0.48 0.47Uniform Delay, d1 17.4 24.6 18.2 21.8 23.7 27.4 25.5 29.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 5.6 7.1 0.8 17.7 0.5 1.4 0.7Delay (s) 18.7 30.3 25.3 22.5 41.4 27.9 26.8 30.3Level of Service B C C C D C C CApproach Delay (s) 28.8 23.1 33.4 29.5Approach LOS C C C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing Scenario 2031 Summer








Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing Scenario 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing Scenario 2031 Summer








Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing Scenario 2031 Summer


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 394 5 0 271 487 257Future Volume (vph) 394 5 0 271 487 257Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.1 3.1Lane Util. Factor 1.00 0.95 0.95Frpb, ped/bikes 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00Frt 1.00 1.00 0.95Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1649 3197 3021Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1649 3197 3021Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 428 5 0 295 529 279RTOR Reduction (vph) 1 0 0 0 115 0Lane Group Flow (vph) 432 0 0 295 693 0Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 1% 0% 0% 4% 5% 1%Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 16.0 15.6 15.6Effective Green, g (s) 18.3 18.6 18.6Actuated g/C Ratio 0.42 0.42 0.42Clearance Time (s) 6.1 6.1 6.1Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 688 1357 1282v/s Ratio Prot c0.26 0.09 c0.23v/s Ratio Permv/c Ratio 0.63 0.22 0.54Uniform Delay, d1 10.1 8.0 9.4Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.4 0.0 0.3Delay (s) 11.5 8.0 9.7Level of Service B A AApproach Delay (s) 11.5 8.0 9.7Approach LOS B A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing Scenario 2031 Summer








Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing Scenario 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer








Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 82 1 515 139 91 1 272 396 145 267 36Future Volume (vph) 20 82 1 515 139 91 1 272 396 145 267 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.8 3.8 3.8 3.8 3.8 3.8Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1599 1533 1651 1390 1471 1683Flt Permitted 0.93 0.73 1.00 1.00 1.00 0.46 1.00Satd. Flow (perm) 1498 1233 1533 1650 1390 707 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 22 89 1 560 151 99 1 296 430 158 290 39RTOR Reduction (vph) 0 0 0 0 30 0 0 0 281 0 7 0Lane Group Flow (vph) 0 112 0 560 220 0 0 297 149 158 322 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 34.6 34.6 34.6 21.4 21.4 21.4 21.4Effective Green, g (s) 36.9 36.9 36.9 23.7 23.7 23.7 23.7Actuated g/C Ratio 0.54 0.54 0.54 0.35 0.35 0.35 0.35Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 810 667 829 573 483 245 584v/s Ratio Prot 0.14 0.19v/s Ratio Perm 0.07 c0.45 0.18 0.11 c0.22v/c Ratio 0.14 0.84 0.27 0.52 0.31 0.64 0.55Uniform Delay, d1 7.8 13.2 8.4 17.7 16.3 18.7 18.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 10.5 0.5 2.1 1.0 9.2 2.4Delay (s) 8.0 23.7 8.9 19.8 17.3 27.9 20.4Level of Service A C A B B C CApproach Delay (s) 8.0 19.1 18.3 22.8Approach LOS A B B C


Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 NB 1 SB 1Volume Total 145 577 573Volume Left 90 30 0Volume Right 55 0 76cSH 270 801 1700Volume to Capacity 0.54 0.04 0.34Queue Length 95th (m) 23.5 0.9 0.0Control Delay (s) 32.8 1.0 0.0Lane LOS D AApproach Delay (s) 32.8 1.0 0.0Approach LOS D


Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing Scenario 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 135.7% ICU Level of Service HAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 750 44 723 631Volume Left 261 15 478 20Volume Right 460 8 10 272cSH 60 5 944 1292Volume to Capacity 12.40 8.46 0.51 0.02Queue Length 95th (m) Err Err 23.4 0.4Control Delay (s) Err Err 10.9 0.4Lane LOS F F B AApproach Delay (s) Err Err 10.9 0.4Approach LOS F F

Intersection SummaryAverage Delay 3699.9Intersection Capacity Utilization 135.7% ICU Level of Service HAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 127 43 238 342 129Volume Left 84 43 0 0 0Volume Right 43 0 0 0 129cSH 468 1086 1700 1700 1700Volume to Capacity 0.27 0.04 0.14 0.20 0.08Queue Length 95th (m) 8.7 1.0 0.0 0.0 0.0Control Delay (s) 15.5 8.5 0.0 0.0 0.0Lane LOS C AApproach Delay (s) 15.5 1.3 0.0Approach LOS C


Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 219 219 315 315 519Volume Left 0 0 0 0 340Volume Right 0 0 0 0 179cSH 1700 1700 1700 1700 397Volume to Capacity 0.13 0.13 0.19 0.19 1.31Queue Length 95th (m) 0.0 0.0 0.0 0.0 188.3Control Delay (s) 0.0 0.0 0.0 0.0 184.0Lane LOS FApproach Delay (s) 0.0 0.0 184.0Approach LOS F


Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 368 368 540 540 707Volume Left 0 0 0 0 208Volume Right 0 0 0 0 499cSH 1700 1700 1700 1700 400Volume to Capacity 0.22 0.22 0.32 0.32 1.77Queue Length 95th (m) 0.0 0.0 0.0 0.0 354.4Control Delay (s) 0.0 0.0 0.0 0.0 378.1Lane LOS FApproach Delay (s) 0.0 0.0 378.1Approach LOS F


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 470 265 422 288 525Volume Left (vph) 470 0 0 288 0Volume Right (vph) 0 0 235 0 525Hadj (s) 0.50 0.22 -0.31 0.55 -0.60Departure Headway (s) 8.1 7.8 7.0 8.1 6.9Degree Utilization, x 1.05 0.57 0.82 0.65 1.01Capacity (veh/h) 448 450 507 435 525Control Delay (s) 84.7 19.5 35.0 23.6 68.0Approach Delay (s) 61.2 35.0 52.3Approach LOS F D F

Intersection SummaryDelay 51.9Level of Service FIntersection Capacity Utilization 76.1% ICU Level of Service DAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing Scenario 2031 Summer










Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 31.5 31.5 31.5 42.5 42.5 40.2 32.1 32.1 32.1 32.1 32.1Actuated g/C Ratio 0.38 0.38 0.38 0.51 0.51 0.49 0.39 0.39 0.39 0.39 0.39v/c Ratio 0.50 0.81 0.05 0.51 0.48 0.45 0.15 0.13 0.32 0.88 0.18Control Delay 30.1 29.6 0.5 18.9 14.2 3.1 19.3 18.5 4.3 47.9 12.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.1 29.6 0.5 18.9 14.2 3.1 19.3 18.5 4.3 47.9 12.0LOS C C A B B A B B A D BApproach Delay 28.8 11.2 10.4 35.6Approach LOS C B B D



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 100 928 30 109 729 371 57 82 192 380 130 68Future Volume (vph) 100 928 30 109 729 371 57 82 192 380 130 68Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1551 3260 1464 1646 3228 1420 1628 1750 1381 1640 2969Flt Permitted 0.35 1.00 1.00 0.12 1.00 1.00 0.62 1.00 1.00 0.70 1.00Satd. Flow (perm) 575 3260 1464 215 3228 1420 1058 1750 1381 1207 2969Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 109 1009 33 118 792 403 62 89 209 413 141 74RTOR Reduction (vph) 0 0 20 0 0 207 0 0 128 0 45 0Lane Group Flow (vph) 109 1009 13 118 792 196 62 89 81 413 170 0Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 29.2 29.2 29.2 40.2 40.2 40.2 29.8 29.8 29.8 29.8 29.8Effective Green, g (s) 31.5 31.5 31.5 39.2 42.5 40.2 32.1 32.1 32.1 32.1 32.1Actuated g/C Ratio 0.38 0.38 0.38 0.47 0.51 0.49 0.39 0.39 0.39 0.39 0.39Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 219 1243 558 223 1660 691 411 680 536 469 1153v/s Ratio Prot c0.31 0.04 c0.25 0.05 0.06v/s Ratio Perm 0.19 0.01 0.21 0.14 0.06 0.06 c0.34v/c Ratio 0.50 0.81 0.02 0.53 0.48 0.28 0.15 0.13 0.15 0.88 0.15Uniform Delay, d1 19.5 22.9 15.9 15.7 12.9 12.6 16.4 16.3 16.4 23.5 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 4.0 0.0 1.7 0.2 0.2 0.1 0.1 0.1 17.2 0.0Delay (s) 20.8 26.9 16.0 17.4 13.1 12.8 16.5 16.3 16.5 40.7 16.4Level of Service C C B B B B B B B D BApproach Delay (s) 26.0 13.4 16.5 32.4Approach LOS C B B C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Future Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 0.98 1.00Frt 0.850 0.850Flt Protected 0.950 0.950 0.960Satd. Flow (prot) 0 4730 1488 1662 4638 0 0 0 0 1564 1566 1488Flt Permitted 0.135 0.950 0.960Satd. Flow (perm) 0 4730 1465 236 4638 0 0 0 0 1564 1566 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 81 81Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 7 4 4 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Adj. Flow (vph) 0 1270 36 196 1038 0 0 0 0 795 68 276Shared Lane Traffic (%) 46%Lane Group Flow (vph) 0 1270 36 196 1038 0 0 0 0 429 434 276Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 1 2 1 2 1Detector Template Thru Right Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 28.9 26.6 41.3 41.3 27.9 27.9 27.9Actuated g/C Ratio 0.37 0.34 0.53 0.53 0.36 0.36 0.36v/c Ratio 0.72 0.06 0.70 0.42 0.76 0.77 0.47Control Delay 24.0 0.7 27.9 12.0 32.4 32.9 16.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 24.0 0.7 27.9 12.0 32.4 32.9 16.4LOS C A C B C C BApproach Delay 23.3 14.5 28.7Approach LOS C B C

Intersection SummaryArea Type: OtherCycle Length: 85.3Actuated Cycle Length: 77.4Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.77Intersection Signal Delay: 22.0 Intersection LOS: CIntersection Capacity Utilization 69.2% ICU Level of Service CAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1270 36 196 1038 429 434 276v/c Ratio 0.72 0.06 0.70 0.42 0.76 0.77 0.47Control Delay 24.0 0.7 27.9 12.0 32.4 32.9 16.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 24.0 0.7 27.9 12.0 32.4 32.9 16.4Queue Length 50th (m) 65.6 0.0 16.8 36.9 64.1 65.0 23.4Queue Length 95th (m) 82.9 1.0 #45.7 47.7 102.4 104.0 45.6Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m)Base Capacity (vph) 2021 630 286 2748 672 673 686Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.06 0.69 0.38 0.64 0.64 0.40


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Future Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4730 1465 1662 4638 1564 1565 1488Flt Permitted 1.00 1.00 0.13 1.00 0.95 0.96 1.00Satd. Flow (perm) 4730 1465 236 4638 1564 1565 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1270 36 196 1038 0 0 0 0 795 68 276RTOR Reduction (vph) 0 0 24 0 0 0 0 0 0 0 0 52Lane Group Flow (vph) 0 1270 12 196 1038 0 0 0 0 429 434 224Confl. Peds. (#/hr) 7 4 4 7Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 26.7 26.7 39.0 39.0 25.5 25.5 25.5Effective Green, g (s) 29.0 26.7 38.0 41.3 27.8 27.8 27.8Actuated g/C Ratio 0.38 0.35 0.49 0.54 0.36 0.36 0.36Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1779 507 269 2484 563 564 536v/s Ratio Prot c0.27 c0.08 0.22v/s Ratio Perm 0.01 0.28 0.27 0.28 0.15v/c Ratio 0.71 0.02 0.73 0.42 0.76 0.77 0.42Uniform Delay, d1 20.5 16.6 14.1 10.7 21.7 21.8 18.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.4 0.0 9.5 0.1 6.0 6.3 0.5Delay (s) 21.9 16.6 23.6 10.8 27.8 28.1 19.1Level of Service C B C B C C BApproach Delay (s) 21.8 12.8 0.0 25.8Approach LOS C B A C







Lane Group EBT EBR WBL WBT NBL NBRMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 29.0 29.0 17.2 17.2Actuated g/C Ratio 0.53 0.53 0.32 0.32v/c Ratio 0.74 0.49 0.09 0.59Control Delay 12.4 9.2 13.6 21.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.4 9.2 13.6 21.5LOS B A B CApproach Delay 12.4 9.2 19.6Approach LOS B A B



Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1700 0 0 1131 78 254Future Volume (vph) 1700 0 0 1131 78 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4684 4684 3101 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4684 4684 3101 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1848 0 0 1229 85 276RTOR Reduction (vph) 0 0 0 0 0 5Lane Group Flow (vph) 1848 0 0 1229 85 271Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 26.7 26.7 14.9 14.9Effective Green, g (s) 29.0 29.0 17.2 17.2Actuated g/C Ratio 0.54 0.54 0.32 0.32Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2506 2506 984 462v/s Ratio Prot c0.39 0.26 0.03v/s Ratio Perm c0.19v/c Ratio 0.74 0.49 0.09 0.59Uniform Delay, d1 9.7 7.9 13.0 15.5Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 1.2 0.2 0.0 1.9Delay (s) 10.8 8.1 13.0 17.4Level of Service B A B BApproach Delay (s) 10.8 8.1 16.4Approach LOS B A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.4 53.4 19.0 51.6 51.6 32.6 32.6Total Split (%) 34.3% 34.3% 34.3% 16.6% 50.9% 18.1% 49.1% 49.1% 31.0% 31.0%Maximum Green (s) 28.0 28.0 28.0 12.9 45.4 14.5 43.6 43.6 24.6 24.6Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min None Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.0 32.0 32.0 13.4 49.4 15.0 31.2 31.2 12.2 12.2Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14v/c Ratio 0.44 1.37 0.70 0.78 0.86 0.79 0.03 0.51 0.12 0.16Control Delay 43.0 197.5 14.4 49.1 23.1 47.1 19.1 6.1 35.3 24.7Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 43.0 197.6 14.4 49.1 23.1 47.1 19.1 6.1 35.3 24.7LOS D F B D C D B A D CApproach Delay 151.9 28.1 27.6 28.7Approach LOS F C C C

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 88.6Natural Cycle: 150Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.37Intersection Signal Delay: 82.0 Intersection LOS: FIntersection Capacity Utilization 85.0% ICU Level of Service EAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 35 1625 512 374 1563 420 20 374 21 34v/c Ratio 0.44 1.37 0.70 0.78 0.86 0.79 0.03 0.51 0.12 0.16Control Delay 43.0 197.5 14.4 49.1 23.1 47.1 19.1 6.1 35.3 24.7Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 43.0 197.6 14.4 49.1 23.1 47.1 19.1 6.1 35.3 24.7Queue Length 50th (m) 4.7 ~203.3 25.8 33.5 116.0 37.4 2.3 3.5 3.4 3.0Queue Length 95th (m) #18.1 #249.3 66.0 #54.7 155.0 #59.5 7.1 23.9 10.2 11.7Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 100.0 15.0Base Capacity (vph) 79 1189 730 478 1814 535 940 938 418 477Starvation Cap Reductn 0 25 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.44 1.40 0.70 0.78 0.86 0.79 0.02 0.40 0.05 0.07


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 1495 471 344 1397 41 386 18 344 19 4 28Future Volume (vph) 32 1495 471 344 1397 41 386 18 344 19 4 28Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1450 3162 3248 3162 1750 1450 1657 1447Flt Permitted 0.12 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 219 3292 1450 3162 3248 3162 1750 1450 1298 1447Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 35 1625 512 374 1518 45 420 20 374 21 4 30RTOR Reduction (vph) 0 0 208 0 2 0 0 0 223 0 13 0Lane Group Flow (vph) 35 1625 304 374 1561 0 420 20 151 21 21 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 28.0 28.0 28.0 12.9 45.4 14.5 27.2 27.2 8.2 8.2Effective Green, g (s) 32.0 32.0 32.0 13.4 49.4 15.0 31.2 31.2 12.2 12.2Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 79 1188 523 478 1810 535 616 510 178 199v/s Ratio Prot c0.49 0.12 c0.48 c0.13 0.01 0.01v/s Ratio Perm 0.16 0.21 c0.10 0.02v/c Ratio 0.44 1.37 0.58 0.78 0.86 0.79 0.03 0.30 0.12 0.11Uniform Delay, d1 21.5 28.3 22.9 36.2 16.7 35.3 18.8 20.8 33.5 33.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.9 171.0 1.4 7.9 4.5 7.4 0.0 0.2 0.2 0.2Delay (s) 24.4 199.3 24.3 44.1 21.2 42.7 18.8 21.0 33.7 33.6Level of Service C F C D C D B C C CApproach Delay (s) 155.2 25.6 32.1 33.6Approach LOS F C C C

Intersection SummaryHCM 2000 Control Delay 83.3 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 88.6 Sum of lost time (s) 16.0Intersection Capacity Utilization 85.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 22.6 45.5 13.3 36.2 11.8 40.2 11.0 39.4 39.4Total Split (%) 20.5% 41.4% 12.1% 32.9% 10.7% 36.5% 10.0% 35.8% 35.8%Maximum Green (s) 18.6 39.1 10.3 29.8 8.8 33.5 8.0 32.7 32.7Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 0.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 17.1 42.3 39.4 32.3 36.2 28.3 34.6 27.5 27.5Actuated g/C Ratio 0.17 0.42 0.39 0.32 0.36 0.28 0.34 0.27 0.27v/c Ratio 0.83 1.15 0.54 0.81 1.86 0.78 0.85 0.61 0.60Control Delay 55.6 100.3 27.0 39.5 423.5 44.5 58.4 37.8 9.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.6 100.3 27.0 39.5 423.5 44.5 58.4 37.8 9.0LOS E F C D F D E D AApproach Delay 90.7 38.1 267.9 29.2Approach LOS F D F C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 100.9Natural Cycle: 140Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.86Intersection Signal Delay: 103.0 Intersection LOS: FIntersection Capacity Utilization 114.0% ICU Level of Service HAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 434 1586 103 843 534 372 183 284 387v/c Ratio 0.83 1.15 0.54 0.81 1.86 0.78 0.85 0.61 0.60Control Delay 55.6 100.3 27.0 39.5 423.5 44.5 58.4 37.8 9.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.6 100.3 27.0 39.5 423.5 44.5 58.4 37.8 9.0Queue Length 50th (m) 45.4 ~191.9 10.4 84.4 ~172.5 69.5 26.1 51.8 6.1Queue Length 95th (m) #74.0 #265.1 23.1 #129.2 #247.1 104.4 #57.3 79.3 32.4Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 575 1385 227 1045 287 608 215 606 734Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.75 1.15 0.45 0.81 1.86 0.61 0.85 0.47 0.53


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Future Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.93 1.00 0.97 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3101 2997 1630 3182 1627 1662 1627 1716 1441Flt Permitted 0.95 1.00 0.14 1.00 0.33 1.00 0.22 1.00 1.00Satd. Flow (perm) 3101 2997 237 3182 574 1662 378 1716 1441Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 434 863 723 103 689 154 534 293 79 183 284 387RTOR Reduction (vph) 0 128 0 0 17 0 0 9 0 0 0 253Lane Group Flow (vph) 434 1458 0 103 826 0 534 363 0 183 284 134Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 17.1 39.9 38.0 29.9 34.5 25.6 32.9 24.8 24.8Effective Green, g (s) 17.1 42.3 36.0 32.3 32.5 28.3 30.9 27.5 27.5Actuated g/C Ratio 0.17 0.42 0.36 0.32 0.32 0.28 0.31 0.27 0.27Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 526 1257 182 1019 267 466 203 468 393v/s Ratio Prot c0.14 c0.49 0.04 0.26 c0.16 0.22 0.06 0.17v/s Ratio Perm 0.16 c0.49 0.21 0.09v/c Ratio 0.83 1.16 0.57 0.81 2.00 0.78 0.90 0.61 0.34Uniform Delay, d1 40.4 29.2 25.5 31.4 33.1 33.4 31.1 31.9 29.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.0 81.1 3.2 4.8 463.1 7.5 37.1 1.7 0.3Delay (s) 50.4 110.3 28.8 36.2 496.2 40.8 68.2 33.6 29.6Level of Service D F C D F D E C CApproach Delay (s) 97.5 35.4 309.2 39.2Approach LOS F D F D







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 17.0 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 17.0 45.0 28.0 28.0 35.0 35.0 35.0 35.0 35.0Total Split (%) 21.3% 56.3% 35.0% 35.0% 43.8% 43.8% 43.8% 43.8% 43.8%Maximum Green (s) 14.0 38.9 21.9 21.9 28.9 28.9 28.9 28.9 28.9Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 -2.1 0.0 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 41.1 40.1 21.4 23.5 31.0 31.0 31.0 28.9Actuated g/C Ratio 0.52 0.51 0.27 0.30 0.39 0.39 0.39 0.37v/c Ratio 0.78 0.51 0.04 0.89 1.29 0.54 0.38 0.42Control Delay 31.0 14.0 22.5 38.9 175.4 26.2 19.6 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.0 14.0 22.5 38.9 175.4 26.2 19.6 4.4LOS C B C D F C B AApproach Delay 18.5 38.7 175.4 15.2Approach LOS B D F B

Intersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 79.1Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.29Intersection Signal Delay: 48.0 Intersection LOS: DIntersection Capacity Utilization 97.7% ICU Level of Service FAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Future Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.97 0.95 1.00 1.00Satd. Flow (prot) 1630 3173 1657 3131 1659 1643 1750 1432Flt Permitted 0.16 1.00 0.34 1.00 0.60 0.51 1.00 1.00Satd. Flow (perm) 281 3173 591 3131 1015 886 1750 1432Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 295 751 79 7 689 163 286 214 16 189 263 298RTOR Reduction (vph) 0 10 0 0 26 0 0 1 0 0 0 189Lane Group Flow (vph) 295 820 0 7 826 0 0 515 0 189 263 109Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 38.0 38.0 21.4 21.4 28.9 28.9 28.9 28.9Effective Green, g (s) 38.0 40.1 21.4 23.5 31.0 31.0 31.0 28.9Actuated g/C Ratio 0.48 0.51 0.27 0.30 0.39 0.39 0.39 0.37Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 366 1608 159 930 397 347 685 523v/s Ratio Prot c0.14 0.26 c0.26 0.15v/s Ratio Perm 0.25 0.01 c0.51 0.21 0.08v/c Ratio 0.81 0.51 0.04 0.89 1.30 0.54 0.38 0.21Uniform Delay, d1 16.5 13.0 21.3 26.5 24.0 18.6 17.2 17.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 12.2 0.3 0.1 10.3 151.0 1.7 0.4 0.2Delay (s) 28.7 13.2 21.4 36.9 175.1 20.3 17.6 17.4Level of Service C B C D F C B BApproach Delay (s) 17.3 36.7 175.1 18.2Approach LOS B D F B

Intersection SummaryHCM 2000 Control Delay 47.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.06Actuated Cycle Length (s) 79.1 Sum of lost time (s) 11.0Intersection Capacity Utilization 97.7% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer



Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.3 9.5 24.3 9.5 24.3 9.5 24.3Total Split (s) 9.5 24.3 9.5 24.3 9.5 26.7 9.5 26.7Total Split (%) 13.6% 34.7% 13.6% 34.7% 13.6% 38.1% 13.6% 38.1%Maximum Green (s) 6.5 18.0 6.5 18.0 6.5 20.4 6.5 20.4Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.2 0.0 2.2 0.0 2.2 0.0 2.2Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 25.4 20.2 25.9 20.5 17.8 12.2 17.6 12.2Actuated g/C Ratio 0.43 0.34 0.44 0.35 0.30 0.21 0.30 0.21v/c Ratio 0.21 0.80 0.51 0.56 0.62 0.39 0.42 0.54Control Delay 10.5 25.3 16.3 16.7 24.2 11.5 17.4 13.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.5 25.3 16.3 16.7 24.2 11.5 17.4 13.3LOS B C B B C B B BApproach Delay 24.2 16.6 16.6 14.3Approach LOS C B B B


Splits and Phases: 108: Stanley Ave & Marine Land Pkway (RR 49)

Queues Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 68 887 146 635 193 291 143 422v/c Ratio 0.21 0.80 0.51 0.56 0.62 0.39 0.42 0.54Control Delay 10.5 25.3 16.3 16.7 24.2 11.5 17.4 13.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.5 25.3 16.3 16.7 24.2 11.5 17.4 13.3Queue Length 50th (m) 3.8 45.8 8.5 26.5 15.5 7.1 11.1 11.4Queue Length 95th (m) 10.6 #85.0 19.9 46.1 29.1 16.2 22.1 22.7Internal Link Dist (m) 112.7 116.7 81.6 104.9Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 326 1110 289 1126 309 1245 344 1283Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.21 0.80 0.51 0.56 0.62 0.23 0.42 0.33


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing Scenario 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 63 690 126 134 426 158 178 130 138 132 202 186Future Volume (vph) 63 690 126 134 426 158 178 130 138 132 202 186Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.98 1.00 0.96 1.00 0.92 1.00 0.93Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3184 1630 3127 1630 3008 1630 3026Flt Permitted 0.30 1.00 0.23 1.00 0.45 1.00 0.55 1.00Satd. Flow (perm) 514 3184 399 3127 771 3008 941 3026Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 68 750 137 146 463 172 193 141 150 143 220 202RTOR Reduction (vph) 0 20 0 0 50 0 0 119 0 0 161 0Lane Group Flow (vph) 68 867 0 146 585 0 193 172 0 143 261 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 24.1 17.9 24.7 18.2 16.4 9.9 16.4 9.9Effective Green, g (s) 22.1 20.2 22.7 20.5 14.4 12.2 14.4 12.2Actuated g/C Ratio 0.37 0.34 0.38 0.35 0.24 0.21 0.24 0.21Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 288 1082 266 1079 266 617 291 621v/s Ratio Prot 0.02 c0.27 c0.05 0.19 c0.07 0.06 0.05 0.09v/s Ratio Perm 0.07 0.16 c0.11 0.07v/c Ratio 0.24 0.80 0.55 0.54 0.73 0.28 0.49 0.42Uniform Delay, d1 12.4 17.8 13.5 15.7 19.6 19.9 18.7 20.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 4.4 2.3 0.6 9.4 0.2 1.3 0.5Delay (s) 12.8 22.1 15.8 16.2 29.1 20.1 20.0 21.0Level of Service B C B B C C B CApproach Delay (s) 21.5 16.1 23.7 20.7Approach LOS C B C C










Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing Scenario 2031 Summer












Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing Scenario 2031 Summer












Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing Scenario 2031 Summer









Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 44.0 44.0 44.0 44.0 36.0 36.0 36.0 36.0 36.0Total Split (%) 55.0% 55.0% 55.0% 55.0% 45.0% 45.0% 45.0% 45.0% 45.0%Maximum Green (s) 37.7 37.7 37.7 37.7 29.7 29.7 29.7 29.7 29.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 26.9 24.4 26.9 21.5 19.1 19.1 21.5Actuated g/C Ratio 0.47 0.43 0.47 0.38 0.34 0.34 0.38v/c Ratio 0.11 0.65 0.22 0.28 0.41 0.36 0.46Control Delay 9.5 20.5 5.6 15.3 4.5 19.4 17.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.5 20.5 5.6 15.3 4.5 19.4 17.2LOS A C A B A B BApproach Delay 9.5 15.3 8.8 17.9Approach LOS A B A B

Intersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 57Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.65Intersection Signal Delay: 13.7 Intersection LOS: BIntersection Capacity Utilization 60.7% ICU Level of Service BAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing Scenario 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 210 22 396 12 30 14 450 189 6 3 163 247Future Volume (vph) 210 22 396 12 30 14 450 189 6 3 163 247Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.915 0.967 0.999 0.919Flt Protected 0.984 0.989 0.966Satd. Flow (prot) 0 1482 0 0 1674 0 0 1566 0 0 1583 0Flt Permitted 0.984 0.989 0.966Satd. Flow (perm) 0 1482 0 0 1674 0 0 1566 0 0 1583 0Link Speed (k/h) 50 50 50 50Link Distance (m) 117.4 108.9 978.6 29.6Travel Time (s) 8.5 7.8 70.5 2.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 10% 0% 0% 0% 10% 3% 0% 0% 4% 0%Adj. Flow (vph) 228 24 430 13 33 15 489 205 7 3 177 268Shared Lane Traffic (%)Lane Group Flow (vph) 0 682 0 0 61 0 0 701 0 0 448 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 0.0 0.0 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Free Free


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing Scenario 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing Scenario 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 425 330 487 257 363Volume Left (vph) 425 0 0 257 0Volume Right (vph) 0 0 255 0 363Hadj (s) 0.53 0.03 -0.28 0.53 -0.67Departure Headway (s) 8.0 7.5 6.9 8.3 7.1Degree Utilization, x 0.94 0.68 0.93 0.59 0.71Capacity (veh/h) 425 467 511 420 495Control Delay (s) 56.2 23.9 50.8 21.4 24.4Approach Delay (s) 42.1 50.8 23.2Approach LOS E F C

Intersection SummaryDelay 38.1Level of Service EIntersection Capacity Utilization 75.5% ICU Level of Service DAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road No Crossing Scenario 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road No Crossing Scenario 2031 Summer







Appendix H

Future Total Traffic Operations with Improvements Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements






Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 65Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.68Intersection Signal Delay: 15.2 Intersection LOS: BIntersection Capacity Utilization 64.2% ICU Level of Service CAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49)No Crossing 2031 Summer with Improvements





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 38.0 38.0 13.0 51.0 39.0 39.0 39.0Total Split (%) 42.2% 42.2% 14.4% 56.7% 43.3% 43.3% 43.3%Maximum Green (s) 31.7 31.7 10.0 44.7 32.7 32.7 32.7Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 26.1 23.7 37.8 37.8 24.1 24.1 24.1Actuated g/C Ratio 0.37 0.34 0.54 0.54 0.34 0.34 0.34v/c Ratio 0.66 0.00 0.27 0.31 0.65 0.65 0.30Control Delay 21.1 0.0 11.8 10.2 26.5 26.5 6.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.1 0.0 11.8 10.2 26.5 26.5 6.0LOS C A B B C C AApproach Delay 21.1 10.3 22.2Approach LOS C B C



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49)No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49)No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1041 1 73 716 0 0 0 0 534 86 164Future Volume (vph) 0 1041 1 73 716 0 0 0 0 534 86 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4638 1468 1662 4594 1515 1520 1412Flt Permitted 1.00 1.00 0.15 1.00 0.95 0.97 1.00Satd. Flow (perm) 4638 1468 261 4594 1515 1520 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1132 1 79 778 0 0 0 0 580 93 178RTOR Reduction (vph) 0 0 1 0 0 0 0 0 0 0 0 101Lane Group Flow (vph) 0 1132 0 79 778 0 0 0 0 336 337 77Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 23.8 23.8 35.4 35.4 21.7 21.7 21.7Effective Green, g (s) 26.1 23.8 34.4 37.7 24.0 24.0 24.0Actuated g/C Ratio 0.37 0.34 0.49 0.54 0.34 0.34 0.34Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1736 501 281 2484 521 523 486v/s Ratio Prot c0.24 0.03 c0.17v/s Ratio Perm 0.00 0.11 c0.22 0.22 0.05v/c Ratio 0.65 0.00 0.28 0.31 0.64 0.64 0.16Uniform Delay, d1 18.0 15.1 10.8 8.8 19.3 19.3 15.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.0 0.6 0.1 2.7 2.7 0.2Delay (s) 18.9 15.1 11.4 8.9 22.0 22.0 16.0Level of Service B B B A C C BApproach Delay (s) 18.9 9.1 0.0 20.7Approach LOS B A A C


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements








Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 38.0 38.0 38.0 10.5 48.5 9.5 41.5 41.5 32.0 32.0Total Split (%) 42.2% 42.2% 42.2% 11.7% 53.9% 10.6% 46.1% 46.1% 35.6% 35.6%Maximum Green (s) 31.7 31.7 31.7 6.0 42.2 5.0 35.2 35.2 25.7 25.7Yellow Time (s) 4.1 4.1 4.1 3.5 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 1.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -0.5 -2.3 -0.5 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 34.0 34.0 34.0 6.5 44.5 5.5 19.8 19.8 10.3 10.3Actuated g/C Ratio 0.47 0.47 0.47 0.09 0.62 0.08 0.27 0.27 0.14 0.14v/c Ratio 0.37 0.80 0.34 0.52 0.58 0.46 0.01 0.22 0.09 0.11Control Delay 19.2 21.2 2.9 38.4 9.7 38.7 19.2 6.2 28.3 13.9Queue Delay 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.2 21.8 2.9 38.4 9.7 38.7 19.2 6.2 28.3 13.9LOS B C A D A D B A C BApproach Delay 18.3 13.0 23.1 19.4Approach LOS B B C B



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Future Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 50.0 50.0 50.0 0.0 50.0 0.0Storage Lanes 2 1 1 0 2 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.99 0.97 1.00 1.00 0.99 1.00Frt 0.850 0.988 0.951 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 2959 3107 1305 1599 3033 0 3162 1582 0 1630 1699 1417Flt Permitted 0.950 0.309 0.950 0.488Satd. Flow (perm) 2939 3107 1267 518 3033 0 3162 1582 0 835 1699 1417Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 453 10 32 165Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 12 5 5 12 4 4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Adj. Flow (vph) 154 635 453 73 799 70 339 179 86 61 184 165Shared Lane Traffic (%)Lane Group Flow (vph) 154 635 453 73 869 0 339 265 0 61 184 165Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 2 1Detector Template Left Thru Right Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA Perm pm+pt NA Prot NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 6 6Detector Phase 7 4 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 9.5 30.4 30.4 9.5 30.4 12.0 40.5 9.6 38.1 38.1Total Split (%) 10.6% 33.8% 33.8% 10.6% 33.8% 13.3% 45.0% 10.7% 42.3% 42.3%Maximum Green (s) 5.5 24.0 24.0 6.5 24.0 9.0 33.8 6.6 31.4 31.4Yellow Time (s) 3.0 4.1 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -4.0 -2.4 0.0 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 0.0 4.0 6.4 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 9.6 26.4 24.0 33.0 25.9 8.0 18.7 20.9 15.8 13.1Actuated g/C Ratio 0.13 0.37 0.34 0.46 0.36 0.11 0.26 0.29 0.22 0.18v/c Ratio 0.39 0.55 0.62 0.22 0.79 0.95 0.61 0.20 0.49 0.42Control Delay 33.0 21.0 6.7 12.0 27.3 72.9 26.6 15.5 28.8 7.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 33.0 21.0 6.7 12.0 27.3 72.9 26.6 15.5 28.8 7.9LOS C C A B C E C B C AApproach Delay 17.2 26.1 52.6 18.4Approach LOS B C D B

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 71.4Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.95Intersection Signal Delay: 26.7 Intersection LOS: CIntersection Capacity Utilization 62.4% ICU Level of Service BAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements


Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 154 635 453 73 869 339 265 61 184 165v/c Ratio 0.39 0.55 0.62 0.22 0.79 0.95 0.61 0.20 0.49 0.42Control Delay 33.0 21.0 6.7 12.0 27.3 72.9 26.6 15.5 28.8 7.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 33.0 21.0 6.7 12.0 27.3 72.9 26.6 15.5 28.8 7.9Queue Length 50th (m) 10.3 36.2 0.0 4.8 54.5 24.8 29.0 5.4 22.9 0.0Queue Length 95th (m) 20.9 61.0 23.8 13.4 #98.9 #56.5 51.7 12.2 40.7 14.2Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 395 1160 729 341 1133 356 828 313 816 718Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.39 0.55 0.62 0.21 0.77 0.95 0.32 0.19 0.23 0.23


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Future Volume (vph) 142 584 417 67 735 64 312 165 79 56 169 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 0.0 4.0 6.4 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 2959 3107 1269 1597 3034 3162 1583 1629 1699 1417Flt Permitted 0.95 1.00 1.00 0.31 1.00 0.95 1.00 0.49 1.00 1.00Satd. Flow (perm) 2959 3107 1269 520 3034 3162 1583 837 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 154 635 453 73 799 70 339 179 86 61 184 165RTOR Reduction (vph) 0 0 301 0 6 0 0 24 0 0 0 135Lane Group Flow (vph) 154 635 152 73 863 0 339 241 0 61 184 30Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type Prot NA Perm pm+pt NA Prot NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 6 6Actuated Green, G (s) 5.5 24.0 24.0 29.7 23.6 9.0 16.0 19.2 13.1 13.1Effective Green, g (s) 9.5 26.4 24.0 29.7 26.0 8.0 18.7 17.2 15.8 13.1Actuated g/C Ratio 0.13 0.37 0.34 0.42 0.36 0.11 0.26 0.24 0.22 0.18Clearance Time (s) 4.0 6.4 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 394 1150 427 308 1106 354 415 258 376 260v/s Ratio Prot c0.05 0.20 0.02 c0.28 c0.11 c0.15 0.02 0.11v/s Ratio Perm 0.12 0.08 0.04 0.02v/c Ratio 0.39 0.55 0.36 0.24 0.78 0.96 0.58 0.24 0.49 0.12Uniform Delay, d1 28.3 17.8 17.8 13.0 20.1 31.5 22.9 21.4 24.2 24.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.4 0.3 0.3 3.3 36.4 1.5 0.3 0.5 0.1Delay (s) 28.7 18.2 18.1 13.3 23.4 67.8 24.4 21.7 24.7 24.4Level of Service C B B B C E C C C CApproach Delay (s) 19.4 22.6 48.8 24.1Approach LOS B C D C


Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA Perm NA Prot NA Perm NA PermProtected Phases 7 4 8 5 2 6Permitted Phases 8 6 6Detector Phase 7 4 8 8 5 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 9.5 27.1 27.1 27.1 9.5 33.1 33.1 33.1 33.1Total Split (s) 9.5 36.6 27.1 27.1 10.0 43.4 33.4 33.4 33.4Total Split (%) 11.9% 45.8% 33.9% 33.9% 12.5% 54.3% 41.8% 41.8% 41.8%Maximum Green (s) 5.0 30.5 21.0 21.0 5.5 37.3 27.3 27.3 27.3Yellow Time (s) 3.5 4.1 4.1 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 2.4 4.0 4.0 4.0 2.4 4.0 4.0 4.0 6.1Lead/Lag Lead Lag Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None Min Min Min None Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0Act Effct Green (s) 7.4 25.6 18.5 7.9 24.6 14.2 14.2 12.1Actuated g/C Ratio 0.13 0.44 0.32 0.14 0.42 0.24 0.24 0.21v/c Ratio 0.40 0.47 0.62 0.61 0.28 0.40 0.42 0.44Control Delay 30.7 12.6 20.0 34.7 13.6 25.4 23.8 7.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.7 12.6 20.0 34.7 13.6 25.4 23.8 7.3LOS C B B C B C C AApproach Delay 16.2 20.0 25.6 17.2Approach LOS B B C B



Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 153 628 597 261 198 105 170 200v/c Ratio 0.40 0.47 0.62 0.61 0.28 0.40 0.42 0.44Control Delay 30.7 12.6 20.0 34.7 13.6 25.4 23.8 7.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.7 12.6 20.0 34.7 13.6 25.4 23.8 7.3Queue Length 50th (m) 8.6 23.2 28.4 14.9 14.4 10.3 16.8 0.0Queue Length 95th (m) 19.5 42.5 50.4 #36.0 30.5 24.7 35.0 14.7Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 25.0 25.0Base Capacity (vph) 378 1774 1238 429 1180 564 867 788Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.40 0.35 0.48 0.61 0.17 0.19 0.20 0.25


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 538 40 0 442 108 240 171 11 97 156 184Future Volume (vph) 141 538 40 0 442 108 240 171 11 97 156 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 2.4 4.0 4.0 2.4 4.0 4.0 4.0 6.1Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3014 3067 2973 3193 1690 1629 1667 1417Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.63 1.00 1.00Satd. Flow (perm) 3014 3067 2973 3193 1690 1086 1667 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 153 585 43 0 480 117 261 186 12 105 170 200RTOR Reduction (vph) 0 6 0 0 26 0 0 4 0 0 0 159Lane Group Flow (vph) 153 622 0 0 571 0 261 194 0 105 170 41Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Prot NA Perm NA Prot NA Perm NA PermProtected Phases 7 4 8 5 2 6Permitted Phases 8 6 6Actuated Green, G (s) 3.8 24.6 16.3 5.7 22.4 12.2 12.2 12.2Effective Green, g (s) 5.9 26.7 18.4 7.8 24.5 14.3 14.3 12.2Actuated g/C Ratio 0.10 0.45 0.31 0.13 0.41 0.24 0.24 0.21Clearance Time (s) 4.5 6.1 6.1 4.5 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 300 1383 924 420 699 262 402 292v/s Ratio Prot c0.05 0.20 c0.19 c0.08 0.12 c0.10v/s Ratio Perm 0.10 0.03v/c Ratio 0.51 0.45 0.62 0.62 0.28 0.40 0.42 0.14Uniform Delay, d1 25.3 11.2 17.4 24.3 11.5 18.9 19.0 19.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.5 0.2 1.2 2.9 0.2 1.0 0.7 0.2Delay (s) 26.7 11.4 18.6 27.2 11.7 19.9 19.7 19.4Level of Service C B B C B B B BApproach Delay (s) 14.4 18.6 20.5 19.6Approach LOS B B C B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements








Queues Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Future Volume (vph) 54 399 193 93 316 75 183 148 92 64 141 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.95 1.00 0.97 1.00 0.94 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3100 1630 3165 1630 3072 1630 3132Flt Permitted 0.46 1.00 0.29 1.00 0.60 1.00 0.59 1.00Satd. Flow (perm) 792 3100 505 3165 1026 3072 1013 3132Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 434 210 101 343 82 199 161 100 70 153 54RTOR Reduction (vph) 0 82 0 0 29 0 0 80 0 0 43 0Lane Group Flow (vph) 59 562 0 101 396 0 199 181 0 70 164 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 20.6 14.4 21.0 14.6 15.3 8.7 14.7 8.4Effective Green, g (s) 18.6 16.7 19.0 16.9 13.3 11.0 12.7 10.7Actuated g/C Ratio 0.34 0.31 0.35 0.31 0.24 0.20 0.23 0.20Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 350 951 288 983 313 621 296 616v/s Ratio Prot 0.02 c0.18 c0.03 0.13 c0.07 0.06 0.02 0.05v/s Ratio Perm 0.04 0.09 c0.09 0.03v/c Ratio 0.17 0.59 0.35 0.40 0.64 0.29 0.24 0.27Uniform Delay, d1 12.2 16.0 12.5 14.8 17.7 18.4 16.7 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 1.0 0.7 0.3 4.2 0.3 0.4 0.2Delay (s) 12.5 17.0 13.3 15.0 21.9 18.7 17.1 18.8Level of Service B B B B C B B BApproach Delay (s) 16.6 14.7 20.1 18.3Approach LOS B B C B


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer with Improvements








Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer with Improvements








Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer with Improvements






Intersection SummaryArea Type: OtherCycle Length: 125Actuated Cycle Length: 46Natural Cycle: 125Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.26Intersection Signal Delay: 9.3 Intersection LOS: AIntersection Capacity Utilization 35.0% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47)No Crossing 2031 Summer with Improvements





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 28.0 28.0 28.0 28.0 32.0 32.0 32.0 32.0 32.0Total Split (%) 46.7% 46.7% 46.7% 46.7% 53.3% 53.3% 53.3% 53.3% 53.3%Maximum Green (s) 21.7 21.7 21.7 21.7 25.7 25.7 25.7 25.7 25.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 0.0 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 20.5 20.5 20.5 18.7 16.3 18.7 18.7Actuated g/C Ratio 0.43 0.43 0.43 0.39 0.34 0.39 0.39v/c Ratio 0.17 0.64 0.28 0.26 0.61 0.29 0.35Control Delay 10.3 20.0 6.4 11.4 5.0 12.7 11.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.3 20.0 6.4 11.4 5.0 12.7 11.6LOS B B A B A B BApproach Delay 10.3 14.6 6.7 12.0Approach LOS B B A B



Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47)No Crossing 2031 Summer with Improvements


Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 114 300 196 173 499 112 198v/c Ratio 0.17 0.64 0.28 0.26 0.61 0.29 0.35Control Delay 10.3 20.0 6.4 11.4 5.0 12.7 11.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.3 20.0 6.4 11.4 5.0 12.7 11.6Queue Length 50th (m) 5.4 18.4 4.2 10.7 0.0 7.1 11.6Queue Length 95th (m) 17.5 #62.1 18.2 21.7 15.3 16.6 24.2Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m) 50.0 100.0 50.0Base Capacity (vph) 823 577 827 1029 1023 600 882Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.14 0.52 0.24 0.17 0.49 0.19 0.22


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47)No Crossing 2031 Summer with Improvements




Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing 2031 Summer with Improvements




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd No Crossing 2031 Summer with Improvements





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing 2031 Summer with Improvements




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St No Crossing 2031 Summer with Improvements





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing 2031 Summer with Improvements




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St No Crossing 2031 Summer with Improvements


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 20 41 91 389 289 45Future Volume (Veh/h) 20 41 91 389 289 45Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 22 45 99 423 314 49PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m) 328pX, platoon unblockedvC, conflicting volume 960 338 363vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 960 338 363tC, single (s) 6.7 6.7 4.1tC, 2 stage (s)tF (s) 3.8 3.8 2.2p0 queue free % 91 93 92cM capacity (veh/h) 234 603 1185



Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing 2031 Summer with Improvements


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 169 11 300 8 20 28 373 283 15 10 114 205Future Volume (vph) 169 11 300 8 20 28 373 283 15 10 114 205Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0 40.0 0.0 0.0 30.0Storage Lanes 1 0 0 0 2 0 0 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00Frt 0.855 0.934 0.993 0.850Flt Protected 0.950 0.993 0.950 0.996Satd. Flow (prot) 1385 1009 0 0 1623 0 3225 1616 0 0 1405 1488Flt Permitted 0.717 0.929 0.950 0.953Satd. Flow (perm) 1046 1009 0 0 1518 0 3225 1616 0 0 1345 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 326 30 7 223Link Speed (k/h) 50 50 50 50Link Distance (m) 117.4 108.9 978.6 327.8Travel Time (s) 8.5 7.8 70.5 23.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 20% 0% 50% 0% 0% 0% 0% 7% 18% 13% 25% 0%Adj. Flow (vph) 184 12 326 9 22 30 405 308 16 11 124 223Shared Lane Traffic (%)Lane Group Flow (vph) 184 338 0 0 61 0 405 324 0 0 135 223Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Prot NA Perm NA PermProtected Phases 4 8 5 2 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 6 6Detector Phase 4 4 8 8 5 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.0 24.0 24.0 24.0 9.5 24.0 24.0 24.0 24.0Total Split (s) 24.0 24.0 24.0 24.0 12.0 36.0 24.0 24.0 24.0Total Split (%) 40.0% 40.0% 40.0% 40.0% 20.0% 60.0% 40.0% 40.0% 40.0%Maximum Green (s) 18.0 18.0 18.0 18.0 7.5 30.0 18.0 18.0 18.0Yellow Time (s) 4.0 4.0 4.0 4.0 3.5 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 3.9 3.9 3.9 2.4 3.9 3.9 3.9Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None None Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 15.0 15.0 15.0 9.8 24.6 12.3 12.3Actuated g/C Ratio 0.32 0.32 0.32 0.21 0.52 0.26 0.26v/c Ratio 0.56 0.63 0.12 0.61 0.39 0.39 0.41Control Delay 21.6 8.2 8.4 24.6 9.2 19.1 5.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.6 8.2 8.4 24.6 9.2 19.1 5.3LOS C A A C A B AApproach Delay 12.9 8.4 17.7 10.5Approach LOS B A B B


Splits and Phases: 206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy

Queues Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 184 338 61 405 324 135 223v/c Ratio 0.56 0.63 0.12 0.61 0.39 0.39 0.41Control Delay 21.6 8.2 8.4 24.6 9.2 19.1 5.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.6 8.2 8.4 24.6 9.2 19.1 5.3Queue Length 50th (m) 12.9 0.7 1.8 16.8 15.0 9.8 0.0Queue Length 95th (m) 32.9 18.9 8.9 #40.5 34.9 24.0 12.8Internal Link Dist (m) 93.4 84.9 954.6 303.8Turn Bay Length (m) 40.0 40.0 30.0Base Capacity (vph) 453 622 675 667 1120 583 771Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.41 0.54 0.09 0.61 0.29 0.23 0.29


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 169 11 300 8 20 28 373 283 15 10 114 205Future Volume (vph) 169 11 300 8 20 28 373 283 15 10 114 205Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.9 3.9 3.9 2.4 3.9 3.9 3.9Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00Frt 1.00 0.86 0.93 1.00 0.99 1.00 0.85Flt Protected 0.95 1.00 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 1385 1010 1622 3225 1615 1405 1488Flt Permitted 0.72 1.00 0.93 0.95 1.00 0.95 1.00Satd. Flow (perm) 1046 1010 1518 3225 1615 1344 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 184 12 326 9 22 30 405 308 16 11 124 223RTOR Reduction (vph) 0 223 0 0 21 0 0 3 0 0 0 165Lane Group Flow (vph) 184 115 0 0 40 0 405 321 0 0 135 58Heavy Vehicles (%) 20% 0% 50% 0% 0% 0% 0% 7% 18% 13% 25% 0%Turn Type Perm NA Perm NA Prot NA Perm NA PermProtected Phases 4 8 5 2 6Permitted Phases 4 8 6 6Actuated Green, G (s) 12.8 12.8 12.8 7.7 22.4 10.2 10.2Effective Green, g (s) 14.9 14.9 14.9 9.8 24.5 12.3 12.3Actuated g/C Ratio 0.32 0.32 0.32 0.21 0.52 0.26 0.26Clearance Time (s) 6.0 6.0 6.0 4.5 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 330 318 479 669 838 350 387v/s Ratio Prot 0.11 c0.13 c0.20v/s Ratio Perm c0.18 0.03 0.10 0.04v/c Ratio 0.56 0.36 0.08 0.61 0.38 0.39 0.15Uniform Delay, d1 13.4 12.5 11.4 16.9 6.8 14.3 13.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.0 0.7 0.1 1.6 0.3 0.7 0.2Delay (s) 15.5 13.2 11.4 18.5 7.1 15.1 13.6Level of Service B B B B A B BApproach Delay (s) 14.0 11.4 13.4 14.2Approach LOS B B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing 2031 Summer with Improvements




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) No Crossing 2031 Summer with Improvements





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing 2031 Summer with Improvements




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr No Crossing 2031 Summer with Improvements





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 478 343 0 268 113Future Volume (vph) 0 478 343 0 268 113Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 40.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 0 3079 3079 0 1646 1488Flt Permitted 0.950Satd. Flow (perm) 0 3079 3079 0 1646 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 123Link Speed (k/h) 50 50 50Link Distance (m) 85.5 128.4 174.5Travel Time (s) 6.2 9.2 12.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 8% 8% 0% 1% 0%Adj. Flow (vph) 0 520 373 0 291 123Shared Lane Traffic (%)Lane Group Flow (vph) 0 520 373 0 291 123Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Perm PermProtected Phases 4 8



Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 6 6Detector Phase 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.2 24.2 24.2 24.2Total Split (s) 24.2 24.2 25.8 25.8Total Split (%) 48.4% 48.4% 51.6% 51.6%Maximum Green (s) 18.1 18.1 19.7 19.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 13.7 13.7 13.9 13.9Actuated g/C Ratio 0.38 0.38 0.39 0.39v/c Ratio 0.44 0.32 0.46 0.19Control Delay 10.2 9.2 11.3 3.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.2 9.2 11.3 3.0LOS B A B AApproach Delay 10.2 9.2 8.9Approach LOS B A A


Splits and Phases: 209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp

Queues Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing 2031 Summer with Improvements


Lane Group EBT WBT SBL SBRLane Group Flow (vph) 520 373 291 123v/c Ratio 0.44 0.32 0.46 0.19Control Delay 10.2 9.2 11.3 3.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.2 9.2 11.3 3.0Queue Length 50th (m) 11.3 7.6 11.9 0.0Queue Length 95th (m) 27.0 19.2 32.7 6.8Internal Link Dist (m) 61.5 104.4 150.5Turn Bay Length (m) 40.0Base Capacity (vph) 1801 1801 1039 985Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.29 0.21 0.28 0.12


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp No Crossing 2031 Summer with Improvements


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 478 343 0 268 113Future Volume (vph) 0 478 343 0 268 113Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3079 3079 1646 1488Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3079 3079 1646 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 520 373 0 291 123RTOR Reduction (vph) 0 0 0 0 0 75Lane Group Flow (vph) 0 520 373 0 291 48Heavy Vehicles (%) 0% 8% 8% 0% 1% 0%Turn Type NA NA Perm PermProtected Phases 4 8Permitted Phases 6 6Actuated Green, G (s) 11.5 11.5 11.7 11.7Effective Green, g (s) 13.6 13.6 13.8 13.8Actuated g/C Ratio 0.38 0.38 0.39 0.39Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1182 1182 641 580v/s Ratio Prot c0.17 0.12v/s Ratio Perm c0.18 0.03v/c Ratio 0.44 0.32 0.45 0.08Uniform Delay, d1 8.1 7.6 8.0 6.8Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.2 0.5 0.1Delay (s) 8.3 7.8 8.5 6.9Level of Service A A A AApproach Delay (s) 8.3 7.8 8.0Approach LOS A A A


Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing 2031 Summer with Improvements


Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 735 0 0 522 142 298Future Volume (vph) 735 0 0 522 142 298Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 50.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3023 0 0 3228 1471 1352Flt Permitted 0.950Satd. Flow (perm) 3023 0 0 3228 1471 1352Right Turn on Red Yes YesSatd. Flow (RTOR) 87Link Speed (k/h) 50 50 50Link Distance (m) 104.2 91.9 169.0Travel Time (s) 7.5 6.6 12.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 0% 0% 3% 13% 10%Adj. Flow (vph) 799 0 0 567 154 324Shared Lane Traffic (%)Lane Group Flow (vph) 799 0 0 567 154 324Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Perm PermProtected Phases 4 8



Lane Group EBT EBR WBL WBT NBL NBRPermitted Phases 2 2Detector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1Total Split (s) 25.0 25.0 25.0 25.0Total Split (%) 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 18.9 18.9 18.9 18.9Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 17.6 17.6 14.7 14.7Actuated g/C Ratio 0.43 0.43 0.36 0.36v/c Ratio 0.61 0.41 0.29 0.59Control Delay 12.0 9.6 11.3 13.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.0 9.6 11.3 13.0LOS B A B BApproach Delay 12.0 9.6 12.5Approach LOS B A B


Splits and Phases: 210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47)

Queues Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing 2031 Summer with Improvements


Lane Group EBT WBT NBL NBRLane Group Flow (vph) 799 567 154 324v/c Ratio 0.61 0.41 0.29 0.59Control Delay 12.0 9.6 11.3 13.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.0 9.6 11.3 13.0Queue Length 50th (m) 21.8 13.8 7.9 13.2Queue Length 95th (m) 44.9 29.0 18.8 33.9Internal Link Dist (m) 80.2 67.9 145.0Turn Bay Length (m) 50.0Base Capacity (vph) 1631 1742 794 769Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.49 0.33 0.19 0.42


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) No Crossing 2031 Summer with Improvements


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 735 0 0 522 142 298Future Volume (vph) 735 0 0 522 142 298Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3023 3228 1471 1352Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3023 3228 1471 1352Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 799 0 0 567 154 324RTOR Reduction (vph) 0 0 0 0 0 55Lane Group Flow (vph) 799 0 0 567 154 269Heavy Vehicles (%) 10% 0% 0% 3% 13% 10%Turn Type NA NA Perm PermProtected Phases 4 8Permitted Phases 2 2Actuated Green, G (s) 15.4 15.4 12.5 12.5Effective Green, g (s) 17.5 17.5 14.6 14.6Actuated g/C Ratio 0.44 0.44 0.36 0.36Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1319 1408 535 492v/s Ratio Prot c0.26 0.18v/s Ratio Perm 0.10 c0.20v/c Ratio 0.61 0.40 0.29 0.55Uniform Delay, d1 8.7 7.7 9.1 10.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 0.2 0.3 1.2Delay (s) 9.5 7.9 9.4 11.4Level of Service A A A BApproach Delay (s) 9.5 7.9 10.7Approach LOS A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 475 109 190 182 199 224Future Volume (vph) 475 109 190 182 199 224Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 1.0 50.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 50.0 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.934 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1525 1667 1565 0 1498 1162Flt Permitted 0.182 0.950Satd. Flow (perm) 292 1667 1565 0 1498 1162Right Turn on Red Yes YesSatd. Flow (RTOR) 58 243Link Speed (k/h) 50 50 50Link Distance (m) 176.2 179.7 978.6Travel Time (s) 12.7 12.9 70.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 9% 5% 2% 7% 11% 28%Adj. Flow (vph) 516 118 207 198 216 243Shared Lane Traffic (%)Lane Group Flow (vph) 516 118 405 0 216 243Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1Detector Template Left Thru Thru Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8



Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 4 6 6Detector Phase 7 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 11.1 24.1 24.1 24.1 24.1Total Split (s) 29.0 54.0 25.0 26.0 26.0Total Split (%) 36.3% 67.5% 31.3% 32.5% 32.5%Maximum Green (s) 22.9 47.9 18.9 19.9 19.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Recall Mode None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 49.3 49.3 20.2 17.3 17.3Actuated g/C Ratio 0.66 0.66 0.27 0.23 0.23v/c Ratio 0.85 0.11 0.87 0.62 0.53Control Delay 31.2 5.7 44.8 34.3 8.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 31.2 5.7 44.8 34.3 8.2LOS C A D C AApproach Delay 26.4 44.8 20.5Approach LOS C D C


Splits and Phases: 211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102)

Queues Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT SBL SBRLane Group Flow (vph) 516 118 405 216 243v/c Ratio 0.85 0.11 0.87 0.62 0.53Control Delay 31.2 5.7 44.8 34.3 8.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 31.2 5.7 44.8 34.3 8.2Queue Length 50th (m) 53.7 5.7 50.0 29.2 0.0Queue Length 95th (m) #122.1 13.1 #107.4 50.9 17.6Internal Link Dist (m) 152.2 155.7 954.6Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 607 1122 484 443 515Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.85 0.11 0.84 0.49 0.47


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) No Crossing 2031 Summer with Improvements


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 475 109 190 182 199 224Future Volume (vph) 475 109 190 182 199 224Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.93 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1525 1667 1565 1498 1162Flt Permitted 0.18 1.00 1.00 0.95 1.00Satd. Flow (perm) 292 1667 1565 1498 1162Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 516 118 207 198 216 243RTOR Reduction (vph) 0 0 42 0 0 187Lane Group Flow (vph) 516 118 363 0 216 56Heavy Vehicles (%) 9% 5% 2% 7% 11% 28%Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8Permitted Phases 4 6 6Actuated Green, G (s) 47.2 47.2 18.1 15.2 15.2Effective Green, g (s) 49.3 49.3 20.2 17.3 17.3Actuated g/C Ratio 0.66 0.66 0.27 0.23 0.23Clearance Time (s) 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 607 1101 423 347 269v/s Ratio Prot c0.29 0.07 0.23v/s Ratio Perm c0.28 c0.14 0.05v/c Ratio 0.85 0.11 0.86 0.62 0.21Uniform Delay, d1 15.4 4.6 25.8 25.7 23.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.0 0.0 15.6 3.5 0.4Delay (s) 26.4 4.7 41.5 29.2 23.5Level of Service C A D C CApproach Delay (s) 22.3 41.5 26.2Approach LOS C D C


Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 49 506 444 62 16 43Future Volume (vph) 49 506 444 62 16 43Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 50.0 0.0Storage Lanes 1 1 1 1Taper Length (m) 7.5 50.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1458 3228 3228 1488 1583 1305Flt Permitted 0.476 0.950Satd. Flow (perm) 731 3228 3228 1488 1583 1305Right Turn on Red Yes YesSatd. Flow (RTOR) 67 47Link Speed (k/h) 50 50 50Link Distance (m) 50.4 102.7 106.3Travel Time (s) 3.6 7.4 7.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 14% 3% 3% 0% 5% 14%Adj. Flow (vph) 53 550 483 67 17 47Shared Lane Traffic (%)Lane Group Flow (vph) 53 550 483 67 17 47Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1 1Detector Template Left Thru Thru Right Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Perm NA NA Perm Perm PermProtected Phases 4 8



Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 4 8 6 6Detector Phase 4 4 8 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 19.0 19.0 19.0 19.0 19.0 19.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 3.9 3.9 3.9 3.9 3.9 3.9Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 12.4 12.4 12.4 12.4 8.2 8.2Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.29 0.29v/c Ratio 0.17 0.39 0.34 0.10 0.04 0.12Control Delay 6.3 6.3 6.0 2.1 8.7 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.3 6.3 6.0 2.1 8.7 4.5LOS A A A A A AApproach Delay 6.3 5.6 5.6Approach LOS A A A


Splits and Phases: 212: Marineland Parkway & Portage Road

Queues Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRLane Group Flow (vph) 53 550 483 67 17 47v/c Ratio 0.17 0.39 0.34 0.10 0.04 0.12Control Delay 6.3 6.3 6.0 2.1 8.7 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.3 6.3 6.0 2.1 8.7 4.5Queue Length 50th (m) 1.2 7.4 6.4 0.0 0.5 0.0Queue Length 95th (m) 4.8 14.7 12.8 3.0 3.2 4.1Internal Link Dist (m) 26.4 78.7 82.3Turn Bay Length (m) 50.0 50.0 50.0Base Capacity (vph) 569 2517 2517 1175 1234 1028Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.22 0.19 0.06 0.01 0.05











Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.3 33.3 33.3 6.4 45.8 45.8 32.0 32.0 32.0 32.0 32.0Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 3.8 3.8 3.8 7.1 3.8 6.1 3.8 3.8 3.8 3.8 3.8Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 30.9 30.9 30.9 40.1 43.4 41.1 33.4 33.4 33.4 33.4 33.4Actuated g/C Ratio 0.37 0.37 0.37 0.48 0.51 0.49 0.40 0.40 0.40 0.40 0.40v/c Ratio 0.67 0.79 0.05 0.64 0.64 0.50 0.08 0.17 0.44 0.92 0.18Control Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2LOS D C A C B A B B A D BApproach Delay 30.5 14.1 11.8 39.2Approach LOS C B B D





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 98 937 30 113 1070 474 35 111 301 430 223v/c Ratio 0.67 0.79 0.05 0.64 0.64 0.50 0.08 0.17 0.44 0.92 0.18Control Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 47.8 29.6 0.1 31.0 17.1 3.2 18.2 18.6 8.6 53.3 12.2Queue Length 50th (m) 14.0 74.7 0.0 10.6 67.2 0.0 3.8 12.3 9.9 69.9 8.6Queue Length 95th (m) #39.0 98.5 0.0 #25.2 87.9 15.0 10.5 25.0 31.4 #135.9 17.0Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 169 1371 685 179 1852 1005 438 675 702 484 1271Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.58 0.68 0.04 0.63 0.58 0.47 0.08 0.16 0.43 0.89 0.18




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 862 28 104 984 436 32 102 277 396 115 90Future Volume (vph) 90 862 28 104 984 436 32 102 277 396 115 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.8 3.8 7.1 3.8 6.1 3.8 3.8 3.8 3.8 3.8Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1538 3228 1463 1568 3228 1447 1662 1651 1411 1644 3000Flt Permitted 0.25 1.00 1.00 0.12 1.00 1.00 0.61 1.00 1.00 0.69 1.00Satd. Flow (perm) 399 3228 1463 190 3228 1447 1072 1651 1411 1186 3000Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 98 937 30 113 1070 474 35 111 301 430 125 98RTOR Reduction (vph) 0 0 19 0 0 243 0 0 128 0 44 0Lane Group Flow (vph) 98 937 11 113 1070 231 35 111 173 430 179 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 28.6 28.6 28.6 41.1 41.1 41.1 31.1 31.1 31.1 31.1 31.1Effective Green, g (s) 30.9 30.9 30.9 40.1 43.4 41.1 33.4 33.4 33.4 33.4 33.4Actuated g/C Ratio 0.37 0.37 0.37 0.48 0.51 0.49 0.40 0.40 0.40 0.40 0.40Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 146 1181 535 178 1659 704 424 653 558 469 1187v/s Ratio Prot c0.29 0.04 c0.33 0.07 0.06v/s Ratio Perm 0.25 0.01 0.26 0.16 0.03 0.12 c0.36v/c Ratio 0.67 0.79 0.02 0.63 0.64 0.33 0.08 0.17 0.31 0.92 0.15Uniform Delay, d1 22.5 23.9 17.1 16.6 14.9 13.2 15.9 16.5 17.6 24.2 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.5 3.6 0.0 6.3 0.8 0.2 0.1 0.1 0.2 22.6 0.0Delay (s) 33.0 27.5 17.1 22.9 15.7 13.4 16.0 16.6 17.8 46.8 16.4Level of Service C C B C B B B B B D BApproach Delay (s) 27.7 15.5 17.4 36.4Approach LOS C B B D







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 14.1 36.3 36.3 36.3 36.3Total Split (s) 36.4 36.4 15.0 51.4 38.6 38.6 38.6Total Split (%) 40.4% 40.4% 16.7% 57.1% 42.9% 42.9% 42.9%Maximum Green (s) 30.3 30.3 8.9 45.3 32.5 32.5 32.5Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 3.8 6.1 7.1 3.8 3.8 3.8 3.8Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 31.2 28.9 42.7 46.0 31.0 31.0 31.0Actuated g/C Ratio 0.37 0.34 0.50 0.54 0.37 0.37 0.37v/c Ratio 0.83 0.09 0.62 0.52 0.78 0.80 0.54Control Delay 30.0 0.3 26.8 13.7 35.5 37.1 17.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.0 0.3 26.8 13.7 35.5 37.1 17.2LOS C A C B D D BApproach Delay 29.0 15.0 31.1Approach LOS C B C





Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1428 49 142 1321 429 440 323v/c Ratio 0.83 0.09 0.62 0.52 0.78 0.80 0.54Control Delay 30.0 0.3 26.8 13.7 35.5 37.1 17.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.0 0.3 26.8 13.7 35.5 37.1 17.2Queue Length 50th (m) 85.9 0.0 13.7 54.5 69.0 71.6 27.8Queue Length 95th (m) 105.4 0.0 #33.2 67.2 108.8 #116.9 53.4Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 1822 600 234 2661 623 622 665Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.78 0.08 0.61 0.50 0.69 0.71 0.49




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Future Volume (vph) 0 1314 45 131 1215 0 0 0 0 718 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 6.1 7.1 3.8 3.8 3.8 3.8Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4684 1462 1630 4684 1502 1497 1444Flt Permitted 1.00 1.00 0.11 1.00 0.95 0.96 1.00Satd. Flow (perm) 4684 1462 196 4684 1502 1497 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1428 49 142 1321 0 0 0 0 780 89 323RTOR Reduction (vph) 0 0 32 0 0 0 0 0 0 0 0 71Lane Group Flow (vph) 0 1428 17 142 1321 0 0 0 0 429 440 252Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 28.9 28.9 43.7 43.7 28.6 28.6 28.6Effective Green, g (s) 31.2 28.9 42.7 46.0 30.9 30.9 30.9Actuated g/C Ratio 0.37 0.34 0.51 0.54 0.37 0.37 0.37Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1729 500 229 2549 549 547 528v/s Ratio Prot c0.30 0.06 c0.28v/s Ratio Perm 0.01 0.26 0.29 0.29 0.17v/c Ratio 0.83 0.03 0.62 0.52 0.78 0.80 0.48Uniform Delay, d1 24.2 18.5 16.0 12.2 23.8 24.1 20.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.4 0.0 5.1 0.2 7.1 8.4 0.7Delay (s) 27.6 18.5 21.2 12.4 30.9 32.5 21.3Level of Service C B C B C C CApproach Delay (s) 27.3 13.2 0.0 28.9Approach LOS C B A C




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1817 216 0 1269 89 148Future Volume (vph) 1817 216 0 1269 89 148Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 0.91 0.91 1.00 0.91 0.97 1.00Ped Bike Factor 0.99Frt 0.984 0.850Flt Protected 0.950Satd. Flow (prot) 4578 0 0 4684 3101 1430Flt Permitted 0.950Satd. Flow (perm) 4578 0 0 4684 3101 1409Right Turn on Red Yes YesSatd. Flow (RTOR) 53 7Link Speed (k/h) 50 50 50Link Distance (m) 72.6 48.7 79.4Travel Time (s) 5.2 3.5 5.7Confl. Peds. (#/hr) 3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 0% 0% 2% 4% 4%Adj. Flow (vph) 1975 235 0 1379 97 161Shared Lane Traffic (%)Lane Group Flow (vph) 2210 0 0 1379 97 161Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2



















Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm Prot NA Prot NA Perm pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 4 2 6Detector Phase 7 4 4 3 8 5 2 2 1 6Switch PhaseMinimum Initial (s) 5.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 5.0 8.0Minimum Split (s) 11.1 36.0 36.0 12.1 36.0 11.1 32.0 32.0 11.1 32.0Total Split (s) 11.1 69.5 69.5 19.6 78.0 23.0 44.8 44.8 11.1 32.9Total Split (%) 7.7% 47.9% 47.9% 13.5% 53.8% 15.9% 30.9% 30.9% 7.7% 22.7%Maximum Green (s) 5.0 63.4 63.4 13.5 71.9 16.9 38.7 38.7 5.0 26.8Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 2.1 2.1 2.1 5.6 2.1 5.6 2.1 2.1 2.1 2.1Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 2.5 2.5 2.5 2.5 3.0 2.5 2.5 3.0 2.5Recall Mode None Min Min Min Min Min Min Min None MinWalk Time (s) 11.0 11.0 11.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 76.5 67.5 67.5 14.0 78.2 17.4 31.2 31.2 23.8 14.8Actuated g/C Ratio 0.59 0.52 0.52 0.11 0.61 0.13 0.24 0.24 0.18 0.11v/c Ratio 0.25 0.97 0.55 0.92 1.06 1.08 0.07 0.49 0.09 0.53Control Delay 12.9 46.4 10.5 90.0 64.7 117.2 40.6 16.1 33.8 32.3Queue Delay 0.0 42.3 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.9 88.7 11.9 90.0 64.7 117.2 40.6 16.1 33.8 32.3LOS B F B F E F D B C CApproach Delay 70.2 68.1 81.1 32.6Approach LOS E E F C

Intersection SummaryArea Type: OtherCycle Length: 145Actuated Cycle Length: 129.1Natural Cycle: 145Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.08Intersection Signal Delay: 69.8 Intersection LOS: EIntersection Capacity Utilization 91.1% ICU Level of Service FAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 39 1621 475 317 2069 458 28 237 23 119v/c Ratio 0.25 0.97 0.55 0.92 1.06 1.08 0.07 0.49 0.09 0.53Control Delay 12.9 46.4 10.5 90.0 64.7 117.2 40.6 16.1 33.8 32.3Queue Delay 0.0 42.3 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 12.9 88.7 11.9 90.0 64.7 117.2 40.6 16.1 33.8 32.3Queue Length 50th (m) 3.1 208.6 29.2 43.4 ~321.9 ~68.6 6.1 13.4 4.4 12.0Queue Length 95th (m) 8.2 #296.2 67.1 #77.0 #400.5 #111.4 14.7 39.8 11.4 32.3Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 159 1670 865 343 1952 426 531 594 263 391Starvation Cap Reductn 0 411 211 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.25 1.29 0.73 0.92 1.06 1.08 0.05 0.40 0.09 0.30




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Future Volume (vph) 36 1491 437 292 1889 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 2.1 2.1 2.1 5.6 2.1 5.6 2.1 2.1 2.1 2.1Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1568 3197 1399 3162 3221 3162 1606 1438 1661 1413Flt Permitted 0.06 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 96 3197 1399 3162 3221 3162 1606 1438 1292 1413Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 39 1621 475 317 2053 16 458 28 237 23 15 104RTOR Reduction (vph) 0 0 137 0 0 0 0 0 135 0 62 0Lane Group Flow (vph) 39 1621 338 317 2069 0 458 28 102 23 57 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type pm+pt NA Perm Prot NA Prot NA Perm pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 4 2 6Actuated Green, G (s) 68.7 64.7 64.7 13.5 74.2 16.9 27.2 27.2 16.3 13.3Effective Green, g (s) 76.7 68.7 68.7 14.0 78.2 17.4 31.2 31.2 24.3 17.3Actuated g/C Ratio 0.58 0.52 0.52 0.11 0.59 0.13 0.23 0.23 0.18 0.13Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 2.5 2.5 2.5 2.5 3.0 2.5 2.5 3.0 2.5Lane Grp Cap (vph) 144 1653 723 333 1896 414 377 337 255 184v/s Ratio Prot 0.02 0.51 c0.10 c0.64 c0.14 0.02 0.00 0.04v/s Ratio Perm 0.14 0.24 c0.07 0.01v/c Ratio 0.27 0.98 0.47 0.95 1.09 1.11 0.07 0.30 0.09 0.31Uniform Delay, d1 28.3 31.4 20.4 59.1 27.3 57.7 39.6 41.8 44.9 52.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 17.6 0.3 36.6 50.2 76.2 0.1 0.4 0.2 0.7Delay (s) 29.3 49.0 20.8 95.7 77.5 133.9 39.6 42.2 45.1 53.1Level of Service C D C F E F D D D DApproach Delay (s) 42.4 79.9 100.2 51.8Approach LOS D E F D

Intersection SummaryHCM 2000 Control Delay 67.0 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 132.8 Sum of lost time (s) 15.4Intersection Capacity Utilization 91.1% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Future Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 50.0 50.0 50.0 0.0 50.0 50.0Storage Lanes 2 1 1 0 2 0 1 1Taper Length (m) 50.0 50.0 50.0 50.0Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.95 1.00 1.00 1.00Frt 0.850 0.991 0.963 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 3193 3260 1417 1630 3194 0 3043 1666 0 1646 1733 1473Flt Permitted 0.066 0.158 0.950 0.575Satd. Flow (perm) 222 3260 1342 271 3194 0 3043 1666 0 994 1733 1473Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 302 5 12 161Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 24 11 11 24 3 3Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Adj. Flow (vph) 354 988 538 53 1372 88 648 229 74 127 267 368Shared Lane Traffic (%)Lane Group Flow (vph) 354 988 538 53 1460 0 648 303 0 127 267 368Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 2 1Detector Template Left Thru Right Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm pm+pt NA Prot NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 4 8 6 6Detector Phase 7 4 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 11.4 30.4 30.4 11.1 30.4 11.1 37.7 11.1 37.7 37.7Total Split (s) 14.0 61.6 61.6 11.4 59.0 32.0 54.9 17.1 40.0 40.0Total Split (%) 9.7% 42.5% 42.5% 7.9% 40.7% 22.1% 37.9% 11.8% 27.6% 27.6%Maximum Green (s) 7.9 55.5 55.5 5.3 52.9 25.9 48.8 11.0 33.9 33.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.4 -2.4 0.0 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 3.7 3.7 6.1 7.1 3.7 7.1 3.4 7.1 3.4 3.4Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.2 3.0 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min None Min Min Min Min Min MinWalk Time (s) 9.0 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 68.6 60.5 58.1 56.3 55.4 25.0 44.3 33.8 28.4 28.4Actuated g/C Ratio 0.50 0.44 0.42 0.41 0.40 0.18 0.32 0.25 0.21 0.21v/c Ratio 1.06 0.69 0.73 0.35 1.13 1.17 0.55 0.44 0.74 0.85Control Delay 99.5 35.5 21.5 28.2 106.1 143.0 40.9 32.6 63.8 47.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 99.5 35.5 21.5 28.2 106.1 143.0 40.9 32.6 63.8 47.5LOS F D C C F F D C E DApproach Delay 43.6 103.4 110.5 50.7Approach LOS D F F D





Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 354 988 538 53 1460 648 303 127 267 368v/c Ratio 1.06 0.69 0.73 0.35 1.13 1.17 0.55 0.44 0.74 0.85Control Delay 99.5 35.5 21.5 28.2 106.1 143.0 40.9 32.6 63.8 47.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 99.5 35.5 21.5 28.2 106.1 143.0 40.9 32.6 63.8 47.5Queue Length 50th (m) ~42.3 121.1 59.6 7.9 ~253.6 ~113.2 69.0 22.7 71.8 60.0Queue Length 95th (m) #82.6 162.1 120.1 17.7 #326.3 #164.7 99.4 36.9 103.8 101.5Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 334 1438 742 153 1294 554 634 299 463 512Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.06 0.69 0.73 0.35 1.13 1.17 0.48 0.42 0.58 0.72




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Future Volume (vph) 326 909 495 49 1262 81 596 211 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.7 3.7 6.1 7.1 3.7 7.1 3.4 7.1 3.4 3.4Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3193 3260 1344 1630 3194 3043 1667 1644 1733 1473Flt Permitted 0.07 1.00 1.00 0.16 1.00 0.95 1.00 0.58 1.00 1.00Satd. Flow (perm) 222 3260 1344 272 3194 3043 1667 996 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 354 988 538 53 1372 88 648 229 74 127 267 368RTOR Reduction (vph) 0 0 175 0 3 0 0 8 0 0 0 128Lane Group Flow (vph) 354 988 363 53 1457 0 648 295 0 127 267 240Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type pm+pt NA Perm pm+pt NA Prot NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 4 8 6 6Actuated Green, G (s) 66.0 58.1 58.1 58.6 54.4 26.0 41.6 35.8 25.7 25.7Effective Green, g (s) 70.8 60.5 58.1 56.6 56.8 25.0 44.3 33.8 28.4 28.4Actuated g/C Ratio 0.51 0.44 0.42 0.41 0.41 0.18 0.32 0.24 0.21 0.21Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 2.5 2.2 2.2 3.0 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 334 1425 564 142 1310 549 533 285 355 302v/s Ratio Prot c0.08 0.30 0.01 c0.46 c0.21 0.18 0.03 0.15v/s Ratio Perm 0.46 0.27 0.14 0.08 c0.16v/c Ratio 1.06 0.69 0.64 0.37 1.11 1.18 0.55 0.45 0.75 0.79Uniform Delay, d1 42.3 31.5 31.9 27.4 40.8 56.7 38.9 42.8 51.7 52.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 65.9 1.3 2.0 1.7 61.7 98.8 0.8 0.8 8.0 12.8Delay (s) 108.2 32.7 33.9 29.0 102.5 155.5 39.7 43.6 59.7 65.0Level of Service F C C C F F D D E EApproach Delay (s) 47.3 99.9 118.6 59.6Approach LOS D F F E







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA Perm NA Prot NA pm+pt NA PermProtected Phases 7 4 8 5 2 1 6Permitted Phases 8 6 6Detector Phase 7 4 8 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 11.1 27.1 27.1 27.1 11.1 33.1 11.1 33.1 33.1Total Split (s) 14.8 49.8 35.0 35.0 20.2 41.6 13.6 35.0 35.0Total Split (%) 14.1% 47.4% 33.3% 33.3% 19.2% 39.6% 13.0% 33.3% 33.3%Maximum Green (s) 8.7 43.7 28.9 28.9 14.1 35.5 7.5 28.9 28.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -0.5 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 5.6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min None Min None Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 9.2 45.9 31.1 31.1 16.2 28.9 31.9 22.3 20.2Actuated g/C Ratio 0.10 0.48 0.32 0.32 0.17 0.30 0.33 0.23 0.21v/c Ratio 0.83 0.62 0.06 0.94 0.89 0.57 0.43 0.68 0.59Control Delay 68.0 21.6 26.7 49.2 60.1 32.5 20.9 42.7 13.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 68.0 21.6 26.7 49.2 60.1 32.5 20.9 42.7 13.3LOS E C C D E C C D BApproach Delay 31.2 48.9 49.6 26.1Approach LOS C D D C

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 96.5Natural Cycle: 105Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.94Intersection Signal Delay: 38.8 Intersection LOS: DIntersection Capacity Utilization 77.4% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 246 943 10 964 476 294 160 272 288v/c Ratio 0.83 0.62 0.06 0.94 0.89 0.57 0.43 0.68 0.59Control Delay 68.0 21.6 26.7 49.2 60.1 32.5 20.9 42.7 13.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 68.0 21.6 26.7 49.2 60.1 32.5 20.9 42.7 13.3Queue Length 50th (m) 24.7 68.3 1.3 92.7 47.4 47.8 18.8 48.8 9.4Queue Length 95th (m) #51.1 105.3 5.9 #155.0 #85.8 73.5 31.9 75.6 33.8Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0 25.0Base Capacity (vph) 296 1514 167 1026 537 677 370 558 598Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.83 0.62 0.06 0.94 0.89 0.43 0.43 0.49 0.48




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 226 760 108 9 689 198 438 258 13 147 250 265Future Volume (vph) 226 760 108 9 689 198 438 258 13 147 250 265Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 5.6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 0.97 0.95 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00Frt 1.00 0.98 1.00 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3101 3162 1655 3110 3193 1728 1653 1733 1458Flt Permitted 0.95 1.00 0.30 1.00 0.95 1.00 0.51 1.00 1.00Satd. Flow (perm) 3101 3162 521 3110 3193 1728 893 1733 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 246 826 117 10 749 215 476 280 14 160 272 288RTOR Reduction (vph) 0 10 0 0 24 0 0 2 0 0 0 182Lane Group Flow (vph) 246 933 0 10 940 0 476 292 0 160 272 106Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type Prot NA Perm NA Prot NA pm+pt NA PermProtected Phases 7 4 8 5 2 1 6Permitted Phases 8 6 6Actuated Green, G (s) 8.7 43.8 29.0 29.0 14.1 26.8 27.7 20.2 20.2Effective Green, g (s) 9.2 45.9 31.1 31.1 16.2 28.9 31.9 22.3 20.2Actuated g/C Ratio 0.10 0.48 0.32 0.32 0.17 0.30 0.33 0.23 0.21Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 295 1505 168 1003 536 518 371 400 305v/s Ratio Prot c0.08 0.30 c0.30 c0.15 0.17 0.04 c0.16v/s Ratio Perm 0.02 0.10 0.07v/c Ratio 0.83 0.62 0.06 0.94 0.89 0.56 0.43 0.68 0.35Uniform Delay, d1 42.8 18.8 22.5 31.7 39.2 28.4 23.9 33.8 32.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.0 0.8 0.1 15.3 16.3 1.4 0.8 4.7 0.7Delay (s) 60.8 19.5 22.7 47.0 55.5 29.8 24.7 38.5 33.2Level of Service E B C D E C C D CApproach Delay (s) 28.1 46.8 45.7 33.3Approach LOS C D D C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 11.1 24.3 11.1 24.3 11.1 24.3 11.1 24.3Total Split (s) 14.7 30.0 15.0 30.3 18.0 28.6 16.4 27.0Total Split (%) 16.3% 33.3% 16.7% 33.7% 20.0% 31.8% 18.2% 30.0%Maximum Green (s) 8.6 23.9 8.9 24.2 11.9 22.5 10.3 20.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 7.1 3.8 7.1 3.8 7.1 3.8 7.1 3.8Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 29.0 25.3 30.4 26.0 23.3 15.8 17.8 13.1Actuated g/C Ratio 0.37 0.32 0.39 0.33 0.30 0.20 0.23 0.17v/c Ratio 0.47 0.83 0.68 0.59 0.84 0.51 0.48 0.62Control Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 32.5 30.4 23.3 46.3 19.6 25.0 17.3LOS B C C C D B C BApproach Delay 30.8 24.8 30.5 19.0Approach LOS C C C B



Queues Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Avenue & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 120 603 197 153 433 151 238 212 136 115 177 224Future Volume (vph) 120 603 197 153 433 151 238 212 136 115 177 224Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 7.1 3.8 7.1 3.8 7.1 3.8 7.1 3.8Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.96 1.00 0.96 1.00 0.94 1.00 0.92Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3139 1630 3134 1630 3068 1630 2987Flt Permitted 0.27 1.00 0.18 1.00 0.32 1.00 0.46 1.00Satd. Flow (perm) 465 3139 302 3134 549 3068 785 2987Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 655 214 166 471 164 259 230 148 125 192 243RTOR Reduction (vph) 0 34 0 0 37 0 0 118 0 0 203 0Lane Group Flow (vph) 130 835 0 166 598 0 259 260 0 125 233 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 31.0 23.0 32.4 23.7 25.2 13.5 19.8 10.8Effective Green, g (s) 29.0 25.3 30.4 26.0 23.2 15.8 17.8 13.1Actuated g/C Ratio 0.37 0.32 0.39 0.33 0.30 0.20 0.23 0.17Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 275 1010 246 1036 309 616 263 497v/s Ratio Prot 0.04 c0.27 c0.07 0.19 c0.11 0.08 0.05 0.08v/s Ratio Perm 0.13 0.19 c0.13 0.06v/c Ratio 0.47 0.83 0.67 0.58 0.84 0.42 0.48 0.47Uniform Delay, d1 17.4 24.6 18.2 21.8 23.7 27.4 25.5 29.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 5.6 7.1 0.8 17.7 0.5 1.4 0.7Delay (s) 18.7 30.3 25.3 22.5 41.4 27.9 26.8 30.3Level of Service B C C C D C C CApproach Delay (s) 28.8 23.1 33.4 29.5Approach LOS C C C C
































Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 394 5 0 271 487 257Future Volume (vph) 394 5 0 271 487 257Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.1 3.1Lane Util. Factor 1.00 0.95 0.95Frpb, ped/bikes 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00Frt 1.00 1.00 0.95Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1649 3197 3021Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1649 3197 3021Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 428 5 0 295 529 279RTOR Reduction (vph) 1 0 0 0 137 0Lane Group Flow (vph) 432 0 0 295 671 0Confl. Peds. (#/hr) 1 1Heavy Vehicles (%) 1% 0% 0% 4% 5% 1%Turn Type Prot NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 14.8 14.2 14.2Effective Green, g (s) 17.1 17.2 17.2Actuated g/C Ratio 0.42 0.42 0.42Clearance Time (s) 6.1 6.1 6.1Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 684 1334 1261v/s Ratio Prot c0.26 0.09 c0.22v/s Ratio Permv/c Ratio 0.63 0.22 0.53Uniform Delay, d1 9.6 7.7 9.0Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.5 0.0 0.3Delay (s) 11.1 7.7 9.2Level of Service B A AApproach Delay (s) 11.1 7.7 9.2Approach LOS B A A
































Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 82 1 515 139 91 1 272 396 145 267 36Future Volume (vph) 20 82 1 515 139 91 1 272 396 145 267 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.8 3.8 3.8 3.8 3.8 3.8 3.8Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1599 1533 1651 1390 1471 1683Flt Permitted 0.93 0.73 1.00 1.00 1.00 0.46 1.00Satd. Flow (perm) 1498 1233 1533 1650 1390 713 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 22 89 1 560 151 99 1 296 430 158 290 39RTOR Reduction (vph) 0 0 0 0 30 0 0 0 278 0 7 0Lane Group Flow (vph) 0 112 0 560 220 0 0 297 152 158 322 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 34.1 34.1 34.1 21.7 21.7 21.7 21.7Effective Green, g (s) 36.4 36.4 36.4 24.0 24.0 24.0 24.0Actuated g/C Ratio 0.54 0.54 0.54 0.35 0.35 0.35 0.35Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 801 660 820 582 490 251 594v/s Ratio Prot 0.14 0.19v/s Ratio Perm 0.07 c0.45 0.18 0.11 c0.22v/c Ratio 0.14 0.85 0.27 0.51 0.31 0.63 0.54Uniform Delay, d1 7.9 13.5 8.6 17.4 16.0 18.3 17.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 11.4 0.5 2.0 1.0 8.2 2.3Delay (s) 8.2 24.8 9.1 19.4 17.0 26.5 19.9Level of Service A C A B B C BApproach Delay (s) 8.2 20.0 18.0 22.0Approach LOS A B B C


























Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 40 96 28 435 484 27Future Volume (Veh/h) 40 96 28 435 484 27Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 43 104 30 473 526 29PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m) 328pX, platoon unblocked 0.96vC, conflicting volume 1074 540 555vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1057 540 555tC, single (s) 6.5 6.3 4.5tC, 2 stage (s)tF (s) 3.6 3.4 2.6p0 queue free % 81 80 96cM capacity (veh/h) 227 521 843








Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 6 6Detector Phase 4 4 8 8 5 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1 11.1 24.1 24.1 24.1 24.1Total Split (s) 24.1 24.1 24.1 24.1 16.0 40.9 24.9 24.9 24.9Total Split (%) 37.1% 37.1% 37.1% 37.1% 24.6% 62.9% 38.3% 38.3% 38.3%Maximum Green (s) 18.0 18.0 18.0 18.0 9.9 34.8 18.8 18.8 18.8Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 17.5 17.5 17.5 12.2 34.7 18.5 16.3Actuated g/C Ratio 0.29 0.29 0.29 0.20 0.58 0.31 0.27v/c Ratio 0.71 0.68 0.14 0.79 0.28 0.73 0.47Control Delay 31.6 8.4 15.4 36.1 7.9 29.0 5.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.6 8.4 15.4 36.1 7.9 29.0 5.9LOS C A B D A C AApproach Delay 16.5 15.4 26.6 19.0Approach LOS B B C B

Intersection SummaryArea Type: OtherCycle Length: 65Actuated Cycle Length: 60.3Natural Cycle: 65Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.79Intersection Signal Delay: 20.6 Intersection LOS: CIntersection Capacity Utilization 72.5% ICU Level of Service CAnalysis Period (min) 15




Lane Group EBL EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 261 489 44 478 245 359 272v/c Ratio 0.71 0.68 0.14 0.79 0.28 0.73 0.47Control Delay 31.6 8.4 15.4 36.1 7.9 29.0 5.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.6 8.4 15.4 36.1 7.9 29.0 5.9Queue Length 50th (m) 28.4 2.6 3.2 30.5 14.1 39.1 0.0Queue Length 95th (m) #58.6 27.1 10.1 #54.9 25.8 #69.2 15.6Internal Link Dist (m) 93.4 84.9 954.6 303.8Turn Bay Length (m) 40.0 40.0 30.0Base Capacity (vph) 429 756 356 607 929 568 625Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.61 0.65 0.12 0.79 0.26 0.63 0.44




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 240 27 423 14 19 7 440 216 9 18 312 250Future Volume (vph) 240 27 423 14 19 7 440 216 9 18 312 250Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00Frt 1.00 0.86 0.98 1.00 0.99 1.00 0.85Flt Protected 0.95 1.00 0.98 0.95 1.00 1.00 1.00Satd. Flow (prot) 1662 1339 1678 3014 1495 1660 1390Flt Permitted 0.73 1.00 0.61 0.95 1.00 0.97 1.00Satd. Flow (perm) 1275 1339 1039 3014 1495 1621 1390Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 261 29 460 15 21 8 478 235 10 20 339 272RTOR Reduction (vph) 0 326 0 0 6 0 0 2 0 0 0 198Lane Group Flow (vph) 261 163 0 0 38 0 478 243 0 0 359 74Heavy Vehicles (%) 0% 0% 13% 0% 0% 0% 7% 17% 0% 7% 5% 7%Turn Type Perm NA Perm NA Prot NA Perm NA PermProtected Phases 4 8 5 2 6Permitted Phases 4 8 6 6Actuated Green, G (s) 15.4 15.4 15.4 10.0 32.5 16.4 16.4Effective Green, g (s) 17.5 17.5 17.5 12.1 34.6 18.5 16.4Actuated g/C Ratio 0.29 0.29 0.29 0.20 0.58 0.31 0.27Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 371 389 302 606 860 498 379v/s Ratio Prot 0.12 c0.16 0.16v/s Ratio Perm c0.20 0.04 c0.22 0.05v/c Ratio 0.70 0.42 0.13 0.79 0.28 0.72 0.20Uniform Delay, d1 19.0 17.2 15.7 22.8 6.5 18.5 16.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.0 0.7 0.2 6.8 0.2 5.1 0.3Delay (s) 24.9 17.9 15.9 29.5 6.6 23.6 17.0Level of Service C B B C A C BApproach Delay (s) 20.4 15.9 21.8 20.8Approach LOS C B C C

























Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 6 6Detector Phase 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1Total Split (s) 24.1 24.1 25.9 25.9Total Split (%) 48.2% 48.2% 51.8% 51.8%Maximum Green (s) 18.0 18.0 19.8 19.8Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode None None Max MaxWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 16.0 16.0 22.0 22.0Actuated g/C Ratio 0.35 0.35 0.48 0.48v/c Ratio 0.38 0.56 0.45 0.24Control Delay 12.1 14.2 11.2 4.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.1 14.2 11.2 4.0LOS B B B AApproach Delay 12.1 14.2 8.7Approach LOS B B A

Intersection SummaryArea Type: OtherCycle Length: 50Actuated Cycle Length: 46Natural Cycle: 50Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.56Intersection Signal Delay: 11.8 Intersection LOS: BIntersection Capacity Utilization 42.9% ICU Level of Service AAnalysis Period (min) 15








Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 403 580 0 313 165Future Volume (vph) 0 403 580 0 313 165Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3292 3228 1599 1390Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3292 3228 1599 1390Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 438 630 0 340 179RTOR Reduction (vph) 0 0 0 0 0 72Lane Group Flow (vph) 0 438 630 0 340 107Heavy Vehicles (%) 0% 1% 3% 0% 4% 7%Turn Type NA NA Perm PermProtected Phases 4 8Permitted Phases 6 6Actuated Green, G (s) 13.9 13.9 19.9 19.9Effective Green, g (s) 16.0 16.0 22.0 22.0Actuated g/C Ratio 0.35 0.35 0.48 0.48Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1145 1122 764 664v/s Ratio Prot 0.13 c0.20v/s Ratio Perm c0.21 0.08v/c Ratio 0.38 0.56 0.45 0.16Uniform Delay, d1 11.3 12.2 8.0 6.8Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.6 1.9 0.5Delay (s) 11.5 12.8 9.8 7.3Level of Service B B A AApproach Delay (s) 11.5 12.8 9.0Approach LOS B B A




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 678 0 0 994 191 459Future Volume (vph) 678 0 0 994 191 459Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 50.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3260 0 0 3228 1568 1473Flt Permitted 0.950Satd. Flow (perm) 3260 0 0 3228 1568 1473Right Turn on Red Yes YesSatd. Flow (RTOR) 97Link Speed (k/h) 50 50 50Link Distance (m) 104.2 91.9 169.0Travel Time (s) 7.5 6.6 12.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 0% 0% 3% 6% 1%Adj. Flow (vph) 737 0 0 1080 208 499Shared Lane Traffic (%)Lane Group Flow (vph) 737 0 0 1080 208 499Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Perm PermProtected Phases 4 8



Lane Group EBT EBR WBL WBT NBL NBRPermitted Phases 2 2Detector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1Total Split (s) 28.3 28.3 26.7 26.7Total Split (%) 51.5% 51.5% 48.5% 48.5%Maximum Green (s) 22.2 22.2 20.6 20.6Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 -2.1 -2.1Total Lost Time (s) 6.1 6.1 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min None NoneWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 20.5 20.5 19.8 19.8Actuated g/C Ratio 0.41 0.41 0.39 0.39v/c Ratio 0.56 0.83 0.34 0.79Control Delay 14.0 21.2 12.9 22.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.0 21.2 12.9 22.1LOS B C B CApproach Delay 14.0 21.2 19.4Approach LOS B C B





Lane Group EBT WBT NBL NBRLane Group Flow (vph) 737 1080 208 499v/c Ratio 0.56 0.83 0.34 0.79Control Delay 14.0 21.2 12.9 22.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 14.0 21.2 12.9 22.1Queue Length 50th (m) 29.8 50.8 14.0 33.6Queue Length 95th (m) 44.4 #85.2 27.3 #80.5Internal Link Dist (m) 80.2 67.9 145.0Turn Bay Length (m) 50.0Base Capacity (vph) 1459 1445 718 726Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.51 0.75 0.29 0.69




Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 678 0 0 994 191 459Future Volume (vph) 678 0 0 994 191 459Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 6.1 6.1 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3260 3228 1568 1473Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3260 3228 1568 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 737 0 0 1080 208 499RTOR Reduction (vph) 0 0 0 0 0 59Lane Group Flow (vph) 737 0 0 1080 208 440Heavy Vehicles (%) 2% 0% 0% 3% 6% 1%Turn Type NA NA Perm PermProtected Phases 4 8Permitted Phases 2 2Actuated Green, G (s) 20.5 20.5 17.7 17.7Effective Green, g (s) 20.5 20.5 19.8 19.8Actuated g/C Ratio 0.41 0.41 0.39 0.39Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1325 1312 616 578v/s Ratio Prot 0.23 c0.33v/s Ratio Perm 0.13 c0.30v/c Ratio 0.56 0.82 0.34 0.76Uniform Delay, d1 11.5 13.3 10.7 13.3Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 4.3 0.3 5.9Delay (s) 12.0 17.6 11.0 19.1Level of Service B B B BApproach Delay (s) 12.0 17.6 16.8Approach LOS B B B




Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 432 244 172 216 265 483Future Volume (vph) 432 244 172 216 265 483Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 1.0 50.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 50.0 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.925 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1662 1549 1598 0 1614 1403Flt Permitted 0.173 0.950Satd. Flow (perm) 303 1549 1598 0 1614 1403Right Turn on Red Yes YesSatd. Flow (RTOR) 82 525Link Speed (k/h) 50 50 50Link Distance (m) 176.2 179.7 978.6Travel Time (s) 12.7 12.9 70.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 3% 0% 3% 6%Adj. Flow (vph) 470 265 187 235 288 525Shared Lane Traffic (%)Lane Group Flow (vph) 470 265 422 0 288 525Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1Detector Template Left Thru Thru Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8



Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 4 6 6Detector Phase 7 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 11.1 24.1 24.1 24.1 24.1Total Split (s) 24.0 48.1 24.1 26.9 26.9Total Split (%) 32.0% 64.1% 32.1% 35.9% 35.9%Maximum Green (s) 17.9 42.0 18.0 20.8 20.8Yellow Time (s) 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Recall Mode None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 43.1 43.1 19.0 18.9 18.9Actuated g/C Ratio 0.62 0.62 0.27 0.27 0.27v/c Ratio 0.82 0.28 0.85 0.66 0.69Control Delay 28.9 7.9 39.1 31.0 7.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 28.9 7.9 39.1 31.0 7.6LOS C A D C AApproach Delay 21.3 39.1 15.9Approach LOS C D B

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 70Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.85Intersection Signal Delay: 22.9 Intersection LOS: CIntersection Capacity Utilization 76.1% ICU Level of Service DAnalysis Period (min) 15








Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 432 244 172 216 265 483Future Volume (vph) 432 244 172 216 265 483Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.92 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1549 1597 1614 1403Flt Permitted 0.17 1.00 1.00 0.95 1.00Satd. Flow (perm) 303 1549 1597 1614 1403Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 470 265 187 235 288 525RTOR Reduction (vph) 0 0 60 0 0 384Lane Group Flow (vph) 470 265 362 0 288 141Heavy Vehicles (%) 0% 13% 3% 0% 3% 6%Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8Permitted Phases 4 6 6Actuated Green, G (s) 41.0 41.0 17.0 16.7 16.7Effective Green, g (s) 43.1 43.1 19.1 18.8 18.8Actuated g/C Ratio 0.62 0.62 0.27 0.27 0.27Clearance Time (s) 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 575 955 436 434 377v/s Ratio Prot c0.23 0.17 0.23v/s Ratio Perm c0.27 c0.18 0.10v/c Ratio 0.82 0.28 0.83 0.66 0.37Uniform Delay, d1 14.8 6.2 23.9 22.7 20.8Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.8 0.2 12.7 3.8 0.6Delay (s) 23.6 6.4 36.6 26.5 21.4Level of Service C A D C CApproach Delay (s) 17.4 36.6 23.2Approach LOS B D C




Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 23 831 689 107 120 32Future Volume (vph) 23 831 689 107 120 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 50.0 50.0 0.0Storage Lanes 1 1 1 1Taper Length (m) 7.5 50.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1662 3292 3228 1458 1614 1430Flt Permitted 0.342 0.950Satd. Flow (perm) 598 3292 3228 1458 1614 1430Right Turn on Red Yes YesSatd. Flow (RTOR) 116 35Link Speed (k/h) 50 50 50Link Distance (m) 50.4 102.7 106.3Travel Time (s) 3.6 7.4 7.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 3% 2% 3% 4%Adj. Flow (vph) 25 903 749 116 130 35Shared Lane Traffic (%)Lane Group Flow (vph) 25 903 749 116 130 35Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1 1Detector Template Left Thru Thru Right Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Perm NA NA Perm Perm PermProtected Phases 4 8



Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 4 8 6 6Detector Phase 4 4 8 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1 24.1 24.1Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 18.9 18.9 18.9 18.9 18.9 18.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 17.3 17.3 17.3 17.3 10.5 10.5Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.29 0.29v/c Ratio 0.09 0.57 0.48 0.15 0.28 0.08Control Delay 6.4 8.6 7.7 2.2 12.5 5.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.4 8.6 7.7 2.2 12.5 5.2LOS A A A A B AApproach Delay 8.5 7.0 10.9Approach LOS A A B

Intersection SummaryArea Type: OtherCycle Length: 50Actuated Cycle Length: 36Natural Cycle: 50Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.57Intersection Signal Delay: 8.0 Intersection LOS: AIntersection Capacity Utilization 38.8% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 212: Marineland Parkway & Portage Road





HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road No Crossing 2031 Summer with Improvements


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 23 831 689 107 120 32Future Volume (vph) 23 831 689 107 120 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 3228 1458 1614 1430Flt Permitted 0.34 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 598 3292 3228 1458 1614 1430Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 25 903 749 116 130 35RTOR Reduction (vph) 0 0 0 60 0 25Lane Group Flow (vph) 25 903 749 56 130 10Heavy Vehicles (%) 0% 1% 3% 2% 3% 4%Turn Type Perm NA NA Perm Perm PermProtected Phases 4 8Permitted Phases 4 8 6 6Actuated Green, G (s) 15.1 15.1 15.1 15.1 8.4 8.4Effective Green, g (s) 17.2 17.2 17.2 17.2 10.5 10.5Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.29 0.29Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 288 1586 1555 702 474 420v/s Ratio Prot c0.27 0.23v/s Ratio Perm 0.04 0.04 c0.08 0.01v/c Ratio 0.09 0.57 0.48 0.08 0.27 0.02Uniform Delay, d1 5.0 6.6 6.2 5.0 9.7 9.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.5 0.2 0.0 0.3 0.0Delay (s) 5.1 7.1 6.5 5.0 10.0 9.0Level of Service A A A A A AApproach Delay (s) 7.0 6.3 9.8Approach LOS A A A







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 31.5 31.5 31.5 42.5 42.5 40.2 32.1 32.1 32.1 32.1 32.1Actuated g/C Ratio 0.38 0.38 0.38 0.51 0.51 0.49 0.39 0.39 0.39 0.39 0.39v/c Ratio 0.50 0.81 0.05 0.51 0.48 0.45 0.15 0.13 0.32 0.88 0.18Control Delay 30.1 29.6 0.5 18.9 14.2 3.1 19.3 18.5 4.3 47.9 12.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.1 29.6 0.5 18.9 14.2 3.1 19.3 18.5 4.3 47.9 12.0LOS C C A B B A B B A D BApproach Delay 28.8 11.2 10.4 35.6Approach LOS C B B D









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 100 928 30 109 729 371 57 82 192 380 130 68Future Volume (vph) 100 928 30 109 729 371 57 82 192 380 130 68Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1551 3260 1464 1646 3228 1420 1628 1750 1381 1640 2969Flt Permitted 0.35 1.00 1.00 0.12 1.00 1.00 0.62 1.00 1.00 0.70 1.00Satd. Flow (perm) 575 3260 1464 215 3228 1420 1058 1750 1381 1207 2969Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 109 1009 33 118 792 403 62 89 209 413 141 74RTOR Reduction (vph) 0 0 20 0 0 207 0 0 128 0 45 0Lane Group Flow (vph) 109 1009 13 118 792 196 62 89 81 413 170 0Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 29.2 29.2 29.2 40.2 40.2 40.2 29.8 29.8 29.8 29.8 29.8Effective Green, g (s) 31.5 31.5 31.5 39.2 42.5 40.2 32.1 32.1 32.1 32.1 32.1Actuated g/C Ratio 0.38 0.38 0.38 0.47 0.51 0.49 0.39 0.39 0.39 0.39 0.39Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 219 1243 558 223 1660 691 411 680 536 469 1153v/s Ratio Prot c0.31 0.04 c0.25 0.05 0.06v/s Ratio Perm 0.19 0.01 0.21 0.14 0.06 0.06 c0.34v/c Ratio 0.50 0.81 0.02 0.53 0.48 0.28 0.15 0.13 0.15 0.88 0.15Uniform Delay, d1 19.5 22.9 15.9 15.7 12.9 12.6 16.4 16.3 16.4 23.5 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 4.0 0.0 1.7 0.2 0.2 0.1 0.1 0.1 17.2 0.0Delay (s) 20.8 26.9 16.0 17.4 13.1 12.8 16.5 16.3 16.5 40.7 16.4Level of Service C C B B B B B B B D BApproach Delay (s) 26.0 13.4 16.5 32.4Approach LOS C B B C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Future Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 0.98 1.00Frt 0.850 0.850Flt Protected 0.950 0.950 0.960Satd. Flow (prot) 0 4730 1488 1662 4638 0 0 0 0 1564 1566 1488Flt Permitted 0.134 0.950 0.960Satd. Flow (perm) 0 4730 1464 234 4638 0 0 0 0 1564 1566 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 76 76Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 7 4 4 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Adj. Flow (vph) 0 1270 36 196 1038 0 0 0 0 795 68 276Shared Lane Traffic (%) 46%Lane Group Flow (vph) 0 1270 36 196 1038 0 0 0 0 429 434 276Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 1 2 1 2 1Detector Template Thru Right Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 14.4 50.7 39.3 39.3 39.3Total Split (%) 40.3% 40.3% 16.0% 56.3% 43.7% 43.7% 43.7%Maximum Green (s) 30.0 30.0 11.4 44.4 33.0 33.0 33.0Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 29.2 26.8 42.7 42.7 29.2 29.2 29.2Actuated g/C Ratio 0.36 0.33 0.53 0.53 0.36 0.36 0.36v/c Ratio 0.74 0.07 0.67 0.42 0.75 0.76 0.47Control Delay 26.0 1.2 26.0 12.5 32.2 32.6 17.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 1.2 26.0 12.5 32.2 32.6 17.0LOS C A C B C C BApproach Delay 25.3 14.7 28.7Approach LOS C B C





Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1270 36 196 1038 429 434 276v/c Ratio 0.74 0.07 0.67 0.42 0.75 0.76 0.47Control Delay 26.0 1.2 26.0 12.5 32.2 32.6 17.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 1.2 26.0 12.5 32.2 32.6 17.0Queue Length 50th (m) 69.1 0.0 17.1 37.7 67.3 68.4 25.4Queue Length 95th (m) 90.3 1.5 #44.3 51.1 105.0 106.8 47.4Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m)Base Capacity (vph) 1962 610 315 2781 709 710 715Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.65 0.06 0.62 0.37 0.61 0.61 0.39




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Future Volume (vph) 0 1168 33 180 955 0 0 0 0 731 63 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4730 1465 1662 4638 1564 1565 1488Flt Permitted 1.00 1.00 0.13 1.00 0.95 0.96 1.00Satd. Flow (perm) 4730 1465 234 4638 1564 1565 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1270 36 196 1038 0 0 0 0 795 68 276RTOR Reduction (vph) 0 0 24 0 0 0 0 0 0 0 0 48Lane Group Flow (vph) 0 1270 12 196 1038 0 0 0 0 429 434 228Confl. Peds. (#/hr) 7 4 4 7Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 26.9 26.9 40.3 40.3 26.8 26.8 26.8Effective Green, g (s) 29.2 26.9 39.3 42.6 29.1 29.1 29.1Actuated g/C Ratio 0.37 0.34 0.49 0.53 0.37 0.37 0.37Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1732 494 283 2479 571 571 543v/s Ratio Prot c0.27 c0.08 0.22v/s Ratio Perm 0.01 0.26 0.27 0.28 0.15v/c Ratio 0.73 0.02 0.69 0.42 0.75 0.76 0.42Uniform Delay, d1 21.9 17.6 14.6 11.1 22.1 22.2 19.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.6 0.0 7.1 0.1 5.5 5.9 0.5Delay (s) 23.5 17.7 21.7 11.2 27.7 28.1 19.5Level of Service C B C B C C BApproach Delay (s) 23.4 12.9 0.0 25.9Approach LOS C B A C







Lane Group EBT EBR WBL WBT NBL NBRMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.6 35.6 24.4 24.4Total Split (%) 59.3% 59.3% 40.7% 40.7%Maximum Green (s) 29.3 29.3 18.1 18.1Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 29.3 29.3 17.0 17.0Actuated g/C Ratio 0.54 0.54 0.31 0.31v/c Ratio 0.73 0.49 0.09 0.60Control Delay 12.1 9.0 13.9 22.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.1 9.0 13.9 22.0LOS B A B CApproach Delay 12.1 9.0 20.1Approach LOS B A C









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1700 0 0 1131 78 254Future Volume (vph) 1700 0 0 1131 78 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4684 4684 3101 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4684 4684 3101 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1848 0 0 1229 85 276RTOR Reduction (vph) 0 0 0 0 0 6Lane Group Flow (vph) 1848 0 0 1229 85 270Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 27.0 27.0 14.7 14.7Effective Green, g (s) 29.3 29.3 17.0 17.0Actuated g/C Ratio 0.54 0.54 0.31 0.31Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2527 2527 970 456v/s Ratio Prot c0.39 0.26 0.03v/s Ratio Perm c0.19v/c Ratio 0.73 0.49 0.09 0.59Uniform Delay, d1 9.5 7.8 13.2 15.7Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 0.0 2.1Delay (s) 10.6 8.0 13.2 17.8Level of Service B A B BApproach Delay (s) 10.6 8.0 16.7Approach LOS B A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 73.0 73.0 73.0 21.0 94.0 23.0 56.0 56.0 33.0 33.0Total Split (%) 48.7% 48.7% 48.7% 14.0% 62.7% 15.3% 37.3% 37.3% 22.0% 22.0%Maximum Green (s) 65.0 65.0 65.0 16.5 86.0 18.5 48.0 48.0 25.0 25.0Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min None Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 69.0 69.0 69.0 17.0 90.0 19.0 35.7 35.7 12.7 12.7Actuated g/C Ratio 0.52 0.52 0.52 0.13 0.67 0.14 0.27 0.27 0.09 0.09v/c Ratio 0.29 0.96 0.58 0.93 0.71 0.94 0.04 0.68 0.17 0.21Control Delay 26.9 45.1 11.6 88.1 16.2 85.9 36.6 23.3 59.0 23.9Queue Delay 0.0 43.8 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.9 88.9 13.5 88.1 16.2 85.9 36.6 23.3 59.0 23.9LOS C F B F B F D C E CApproach Delay 70.1 30.1 55.9 37.3Approach LOS E C E D

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 133.7Natural Cycle: 150Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.96Intersection Signal Delay: 51.9 Intersection LOS: DIntersection Capacity Utilization 85.0% ICU Level of Service EAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 1495 471 344 1397 41 386 18 344 19 4 28Future Volume (vph) 32 1495 471 344 1397 41 386 18 344 19 4 28Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1447 3162 3248 3162 1750 1448 1654 1445Flt Permitted 0.13 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 236 3292 1447 3162 3248 3162 1750 1448 1296 1445Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 35 1625 512 374 1518 45 420 20 374 21 4 30RTOR Reduction (vph) 0 0 142 0 1 0 0 0 166 0 27 0Lane Group Flow (vph) 35 1625 370 374 1562 0 420 20 208 21 7 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 65.0 65.0 65.0 16.5 86.0 18.5 31.7 31.7 8.7 8.7Effective Green, g (s) 69.0 69.0 69.0 17.0 90.0 19.0 35.7 35.7 12.7 12.7Actuated g/C Ratio 0.52 0.52 0.52 0.13 0.67 0.14 0.27 0.27 0.09 0.09Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 121 1698 746 402 2186 449 467 386 123 137v/s Ratio Prot c0.49 c0.12 0.48 c0.13 0.01 0.00v/s Ratio Perm 0.15 0.26 c0.14 0.02v/c Ratio 0.29 0.96 0.50 0.93 0.71 0.94 0.04 0.54 0.17 0.05Uniform Delay, d1 18.4 30.9 21.0 57.8 13.8 56.7 36.3 41.9 55.7 55.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 13.0 0.4 28.0 1.1 26.8 0.0 1.1 0.5 0.1Delay (s) 19.4 43.9 21.4 85.8 14.8 83.6 36.4 43.1 56.1 55.1Level of Service B D C F B F D D E EApproach Delay (s) 38.2 28.5 63.8 55.5Approach LOS D C E E




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Future Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 50.0 50.0 50.0 0.0 50.0 0.0Storage Lanes 2 1 1 0 2 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 0.96 0.99 0.99 0.99 0.99 0.98Frt 0.850 0.973 0.968 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 3101 3260 1473 1630 3183 0 3162 1661 0 1630 1716 1473Flt Permitted 0.950 0.279 0.334 0.233Satd. Flow (perm) 3101 3260 1414 476 3183 0 1101 1661 0 395 1716 1440Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 479 24 13 337Link Speed (k/h) 50 50 50 50Link Distance (m) 615.8 1046.3 818.5 318.8Travel Time (s) 44.3 75.3 58.9 23.0Confl. Peds. (#/hr) 9 9 10 23 23 10Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Adj. Flow (vph) 434 863 723 103 689 154 534 293 79 183 284 387Shared Lane Traffic (%)Lane Group Flow (vph) 434 863 723 103 843 0 534 372 0 183 284 387Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 1 2 1 2 1 2 1Detector Template Left Thru Right Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA Perm pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 22.0 47.4 47.4 9.6 35.0 13.0 40.8 12.2 40.0 40.0Total Split (%) 20.0% 43.1% 43.1% 8.7% 31.8% 11.8% 37.1% 11.1% 36.4% 36.4%Maximum Green (s) 18.0 41.0 41.0 6.6 28.6 10.0 34.1 9.2 33.3 33.3Yellow Time (s) 3.0 4.1 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 0.0 -2.4 0.0 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 6.4 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 16.9 41.2 38.7 35.1 29.7 37.4 28.3 35.2 27.2 27.2Actuated g/C Ratio 0.17 0.42 0.39 0.35 0.30 0.38 0.29 0.36 0.27 0.27v/c Ratio 0.82 0.64 0.86 0.44 0.87 0.88 0.77 0.77 0.60 0.61Control Delay 55.0 26.5 21.3 23.1 43.9 41.7 43.1 43.4 37.2 9.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.0 26.5 21.3 23.1 43.9 41.7 43.1 43.4 37.2 9.7LOS E C C C D D D D D AApproach Delay 30.8 41.7 42.3 26.1Approach LOS C D D C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 99.1Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.88Intersection Signal Delay: 34.3 Intersection LOS: CIntersection Capacity Utilization 83.2% ICU Level of Service EAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 434 863 723 103 843 534 372 183 284 387v/c Ratio 0.82 0.64 0.86 0.44 0.87 0.88 0.77 0.77 0.60 0.61Control Delay 55.0 26.5 21.3 23.1 43.9 41.7 43.1 43.4 37.2 9.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 55.0 26.5 21.3 23.1 43.9 41.7 43.1 43.4 37.2 9.7Queue Length 50th (m) 45.3 72.8 48.5 10.6 85.0 40.5 68.9 25.2 51.4 7.8Queue Length 95th (m) #76.1 106.0 #145.8 22.8 #133.8 #61.2 103.5 #48.7 78.6 34.9Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 571 1447 871 236 1025 605 633 244 631 742Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.76 0.60 0.83 0.44 0.82 0.88 0.59 0.75 0.45 0.52




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Future Volume (vph) 399 794 665 95 634 142 491 270 73 168 261 356Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 6.4 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 1.00 0.99 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3101 3260 1417 1628 3182 3154 1662 1627 1716 1441Flt Permitted 0.95 1.00 1.00 0.28 1.00 0.33 1.00 0.23 1.00 1.00Satd. Flow (perm) 3101 3260 1417 478 3182 1108 1662 400 1716 1441Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 434 863 723 103 689 154 534 293 79 183 284 387RTOR Reduction (vph) 0 0 291 0 17 0 0 9 0 0 0 245Lane Group Flow (vph) 434 863 432 103 826 0 534 363 0 183 284 142Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type Prot NA Perm pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 16.9 38.8 38.8 33.7 27.3 35.6 25.5 33.4 24.4 24.4Effective Green, g (s) 16.9 41.2 38.8 31.7 29.7 33.6 28.2 31.4 27.1 27.1Actuated g/C Ratio 0.17 0.42 0.39 0.32 0.30 0.34 0.29 0.32 0.27 0.27Clearance Time (s) 4.0 6.4 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 530 1359 556 216 956 565 474 226 470 395v/s Ratio Prot c0.14 0.26 0.03 c0.26 c0.09 0.22 0.07 0.17v/s Ratio Perm 0.31 0.13 c0.23 0.19 0.10v/c Ratio 0.82 0.64 0.78 0.48 0.86 0.95 0.77 0.81 0.60 0.36Uniform Delay, d1 39.5 22.8 26.2 24.4 32.6 30.1 32.3 27.7 31.2 28.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.3 0.8 6.3 1.2 8.0 24.8 6.7 18.4 1.6 0.3Delay (s) 48.8 23.6 32.5 25.6 40.7 54.8 39.0 46.2 32.8 29.2Level of Service D C C C D D D D C CApproach Delay (s) 32.2 39.0 48.3 34.0Approach LOS C D D C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Future Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 50.0 0.0 25.0 0.0 25.0 0.0Storage Lanes 2 0 1 0 2 0 1 1Taper Length (m) 7.5 7.5 50.0 50.0Lane Util. Factor 0.97 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00Ped Bike Factor 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.98Frt 0.986 0.971 0.990 0.850Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 3162 3174 0 1662 3130 0 3162 1699 0 1646 1750 1458Flt Permitted 0.170 0.339 0.494 0.542Satd. Flow (perm) 565 3174 0 591 3130 0 1633 1699 0 936 1750 1432Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 21 37 5 298Link Speed (k/h) 50 50 50 50Link Distance (m) 1046.3 598.4 829.6 295.9Travel Time (s) 75.3 43.1 59.7 21.3Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Adj. Flow (vph) 295 751 79 7 689 163 286 214 16 189 263 298Shared Lane Traffic (%)Lane Group Flow (vph) 295 830 0 7 852 0 286 230 0 189 263 298Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 7.2 7.2 7.2 7.2Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2 1Detector Template Left Thru Left Thru Left Thru Left Thru RightLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 17.0 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 17.0 46.0 29.0 29.0 34.0 34.0 34.0 34.0 34.0Total Split (%) 21.3% 57.5% 36.3% 36.3% 42.5% 42.5% 42.5% 42.5% 42.5%Maximum Green (s) 14.0 39.9 22.9 22.9 27.9 27.9 27.9 27.9 27.9Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 -2.1 0.0 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 36.8 35.8 20.4 22.6 20.2 20.2 20.2 20.2 18.0Actuated g/C Ratio 0.57 0.56 0.32 0.35 0.31 0.31 0.31 0.31 0.28v/c Ratio 0.40 0.47 0.04 0.76 0.56 0.43 0.64 0.48 0.48Control Delay 9.2 10.2 19.3 24.5 23.3 20.2 30.7 21.4 5.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.2 10.2 19.3 24.5 23.3 20.2 30.7 21.4 5.5LOS A B B C C C C C AApproach Delay 10.0 24.5 21.9 17.4Approach LOS A C C B





Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 295 830 7 852 286 230 189 263 298v/c Ratio 0.40 0.47 0.04 0.76 0.56 0.43 0.64 0.48 0.48Control Delay 9.2 10.2 19.3 24.5 23.3 20.2 30.7 21.4 5.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.2 10.2 19.3 24.5 23.3 20.2 30.7 21.4 5.5Queue Length 50th (m) 8.1 29.0 0.6 46.6 15.9 23.1 21.1 27.6 0.0Queue Length 95th (m) 18.0 56.1 3.8 #94.2 28.4 42.7 43.8 49.3 15.9Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0 25.0Base Capacity (vph) 909 2210 218 1283 789 824 452 846 807Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.32 0.38 0.03 0.66 0.36 0.28 0.42 0.31 0.37




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Future Volume (vph) 271 691 73 6 634 150 263 197 15 174 242 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 0.97 0.95 1.00 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3161 3173 1658 3131 3145 1698 1642 1750 1434Flt Permitted 0.17 1.00 0.34 1.00 0.49 1.00 0.54 1.00 1.00Satd. Flow (perm) 566 3173 592 3131 1636 1698 937 1750 1434Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 295 751 79 7 689 163 286 214 16 189 263 298RTOR Reduction (vph) 0 9 0 0 24 0 0 3 0 0 0 214Lane Group Flow (vph) 295 821 0 7 828 0 286 227 0 189 263 84Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 33.6 33.6 20.5 20.5 18.1 18.1 18.1 18.1 18.1Effective Green, g (s) 33.6 35.7 20.5 22.6 20.2 20.2 20.2 20.2 18.1Actuated g/C Ratio 0.53 0.56 0.32 0.35 0.32 0.32 0.32 0.32 0.28Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 707 1772 189 1107 517 536 296 553 406v/s Ratio Prot 0.07 c0.26 c0.26 0.13 0.15v/s Ratio Perm 0.15 0.01 0.17 c0.20 0.06v/c Ratio 0.42 0.46 0.04 0.75 0.55 0.42 0.64 0.48 0.21Uniform Delay, d1 9.6 8.4 14.9 18.1 18.1 17.2 18.7 17.6 17.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.2 0.1 2.8 1.3 0.5 4.5 0.6 0.3Delay (s) 10.0 8.6 15.0 21.0 19.4 17.8 23.2 18.2 17.7Level of Service A A B C B B C B BApproach Delay (s) 9.0 20.9 18.7 19.3Approach LOS A C B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements



Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements





Queues Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) No Crossing 2031 Summer with Improvements


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 63 690 126 134 426 158 178 130 138 132 202 186Future Volume (vph) 63 690 126 134 426 158 178 130 138 132 202 186Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.98 1.00 0.96 1.00 0.92 1.00 0.93Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3184 1630 3127 1630 3008 1630 3026Flt Permitted 0.30 1.00 0.23 1.00 0.44 1.00 0.55 1.00Satd. Flow (perm) 511 3184 394 3127 754 3008 950 3026Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 68 750 137 146 463 172 193 141 150 143 220 202RTOR Reduction (vph) 0 20 0 0 51 0 0 119 0 0 161 0Lane Group Flow (vph) 68 867 0 146 584 0 193 172 0 143 261 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 24.5 18.2 24.9 18.4 16.7 10.1 16.5 10.0Effective Green, g (s) 22.5 20.5 22.9 20.7 14.7 12.4 14.5 12.3Actuated g/C Ratio 0.38 0.34 0.38 0.35 0.25 0.21 0.24 0.21Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 290 1089 264 1080 266 622 292 621v/s Ratio Prot 0.02 c0.27 c0.05 0.19 c0.07 0.06 0.04 0.09v/s Ratio Perm 0.07 0.16 c0.11 0.07v/c Ratio 0.23 0.80 0.55 0.54 0.73 0.28 0.49 0.42Uniform Delay, d1 12.4 17.8 13.5 15.8 19.6 20.0 18.9 20.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 4.1 2.5 0.6 9.4 0.2 1.3 0.5Delay (s) 12.8 21.9 16.0 16.3 29.1 20.2 20.2 21.2Level of Service B C B B C C C CApproach Delay (s) 21.3 16.3 23.8 20.9Approach LOS C B C C
























Intersection SummaryArea Type: OtherCycle Length: 60Actuated Cycle Length: 41.9Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.67Intersection Signal Delay: 10.0 Intersection LOS: AIntersection Capacity Utilization 59.4% ICU Level of Service BAnalysis Period (min) 15








Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 443 14 2 304 308 455Future Volume (vph) 443 14 2 304 308 455Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95Frt 1.00 1.00 0.91Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1662 3197 2979Flt Permitted 0.95 0.95 1.00Satd. Flow (perm) 1662 3031 2979Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 482 15 2 330 335 495RTOR Reduction (vph) 2 0 0 0 315 0Lane Group Flow (vph) 495 0 0 332 515 0Heavy Vehicles (%) 0% 0% 0% 4% 4% 0%Turn Type Prot Perm NA NAProtected Phases 4 2 6Permitted Phases 2Actuated Green, G (s) 16.2 12.1 12.1Effective Green, g (s) 18.5 15.1 15.1Actuated g/C Ratio 0.44 0.36 0.36Clearance Time (s) 6.3 7.0 7.0Vehicle Extension (s) 2.2 2.2 2.2Lane Grp Cap (vph) 739 1100 1081v/s Ratio Prot c0.30 c0.17v/s Ratio Perm 0.11v/c Ratio 0.67 0.30 0.48Uniform Delay, d1 9.1 9.5 10.2Progression Factor 1.00 1.00 1.00Incremental Delay, d2 2.0 0.1 0.2Delay (s) 11.1 9.6 10.4Level of Service B A BApproach Delay (s) 11.1 9.6 10.4Approach LOS B A B























Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 28.2 28.2 28.2 28.2 31.8 31.8 31.8 31.8 31.8Total Split (%) 47.0% 47.0% 47.0% 47.0% 53.0% 53.0% 53.0% 53.0% 53.0%Maximum Green (s) 21.9 21.9 21.9 21.9 25.5 25.5 25.5 25.5 25.5Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 21.9 19.5 21.9 19.6 17.2 17.2 19.6Actuated g/C Ratio 0.44 0.39 0.44 0.39 0.35 0.35 0.39v/c Ratio 0.11 0.71 0.24 0.26 0.40 0.35 0.44Control Delay 9.9 25.0 6.1 11.6 3.8 15.2 13.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.9 25.0 6.1 11.6 3.8 15.2 13.3LOS A C A B A B BApproach Delay 9.9 18.4 6.8 13.9Approach LOS A B A B



































Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 18 7 405 395 6Future Volume (Veh/h) 6 18 7 405 395 6Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 7 20 8 440 429 7PedestriansLane Width (m)Walking Speed (m/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (m) 328pX, platoon unblockedvC, conflicting volume 888 432 436vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 888 432 436tC, single (s) 6.4 6.3 4.6tC, 2 stage (s)tF (s) 3.5 3.4 2.7p0 queue free % 98 97 99cM capacity (veh/h) 314 613 910








Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 6 6Detector Phase 4 4 8 8 5 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1 9.5 24.1 24.1 24.1 24.1Total Split (s) 24.1 24.1 24.1 24.1 11.0 35.9 24.9 24.9 24.9Total Split (%) 40.2% 40.2% 40.2% 40.2% 18.3% 59.8% 41.5% 41.5% 41.5%Maximum Green (s) 18.0 18.0 18.0 18.0 6.5 29.8 18.8 18.8 18.8Yellow Time (s) 4.1 4.1 4.1 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 2.4 4.0 4.0 4.0Lead/Lag Lead Lag Lag LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None None Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 15.6 15.6 15.6 8.8 24.1 12.8 12.8Actuated g/C Ratio 0.33 0.33 0.33 0.18 0.50 0.27 0.27v/c Ratio 0.56 0.62 0.13 0.91 0.25 0.40 0.45Control Delay 19.8 6.4 10.4 47.6 8.3 18.2 5.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.8 6.4 10.4 47.6 8.3 18.2 5.2LOS B A B D A B AApproach Delay 10.9 10.4 35.8 10.4Approach LOS B B D B





Lane Group EBL EBT WBT NBL NBT SBT SBRLane Group Flow (vph) 228 454 61 489 212 180 268v/c Ratio 0.56 0.62 0.13 0.91 0.25 0.40 0.45Control Delay 19.8 6.4 10.4 47.6 8.3 18.2 5.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.8 6.4 10.4 47.6 8.3 18.2 5.2Queue Length 50th (m) 15.9 1.4 2.7 22.6 9.8 13.3 0.0Queue Length 95th (m) 38.6 19.9 10.2 #59.0 22.3 29.0 13.7Internal Link Dist (m) 93.4 84.9 954.6 303.8Turn Bay Length (m) 40.0 40.0 30.0Base Capacity (vph) 540 835 620 540 1157 748 814Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.42 0.54 0.10 0.91 0.18 0.24 0.33




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 210 22 396 12 30 14 450 189 6 3 163 247Future Volume (vph) 210 22 396 12 30 14 450 189 6 3 163 247Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 2.4 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00Frt 1.00 0.86 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 1662 1371 1674 2932 1692 1682 1488Flt Permitted 0.72 1.00 0.84 0.95 1.00 0.99 1.00Satd. Flow (perm) 1255 1371 1422 2932 1692 1672 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 228 24 430 13 33 15 489 205 7 3 177 268RTOR Reduction (vph) 0 290 0 0 10 0 0 2 0 0 0 196Lane Group Flow (vph) 228 164 0 0 51 0 489 210 0 0 180 72Heavy Vehicles (%) 0% 0% 10% 0% 0% 0% 10% 3% 0% 0% 4% 0%Turn Type Perm NA Perm NA Prot NA Perm NA PermProtected Phases 4 8 5 2 6Permitted Phases 4 8 6 6Actuated Green, G (s) 13.4 13.4 13.4 6.7 21.9 10.7 10.7Effective Green, g (s) 15.5 15.5 15.5 8.8 24.0 12.8 12.8Actuated g/C Ratio 0.33 0.33 0.33 0.19 0.51 0.27 0.27Clearance Time (s) 6.1 6.1 6.1 4.5 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 409 447 464 543 854 450 400v/s Ratio Prot 0.12 c0.17 0.12v/s Ratio Perm c0.18 0.04 c0.11 0.05v/c Ratio 0.56 0.37 0.11 0.90 0.25 0.40 0.18Uniform Delay, d1 13.2 12.2 11.2 18.9 6.6 14.2 13.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.6 0.5 0.1 18.0 0.2 0.6 0.2Delay (s) 14.8 12.8 11.3 36.9 6.8 14.8 13.5Level of Service B B B D A B BApproach Delay (s) 13.5 11.3 27.8 14.0Approach LOS B B C B

























Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 6 6Detector Phase 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 29.0 29.0Total Split (s) 24.1 24.1 30.9 30.9Total Split (%) 43.8% 43.8% 56.2% 56.2%Maximum Green (s) 18.0 18.0 24.8 24.8Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 12.8 12.8 17.8 17.8Actuated g/C Ratio 0.33 0.33 0.46 0.46v/c Ratio 0.40 0.22 0.59 0.35Control Delay 12.4 11.2 11.8 2.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 12.4 11.2 11.8 2.5LOS B B B AApproach Delay 12.4 11.2 8.0Approach LOS B B A

Intersection SummaryArea Type: OtherCycle Length: 55Actuated Cycle Length: 39Natural Cycle: 55Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.59Intersection Signal Delay: 9.9 Intersection LOS: AIntersection Capacity Utilization 42.2% ICU Level of Service AAnalysis Period (min) 15








Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 0 388 211 0 397 264Future Volume (vph) 0 388 211 0 397 264Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3228 3197 1614 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3228 3197 1614 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 422 229 0 432 287RTOR Reduction (vph) 0 0 0 0 0 155Lane Group Flow (vph) 0 422 229 0 432 132Heavy Vehicles (%) 0% 3% 4% 0% 3% 2%Turn Type NA NA Perm PermProtected Phases 4 8Permitted Phases 6 6Actuated Green, G (s) 10.6 10.6 15.6 15.6Effective Green, g (s) 12.7 12.7 17.7 17.7Actuated g/C Ratio 0.33 0.33 0.46 0.46Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1067 1057 743 672v/s Ratio Prot c0.13 0.07v/s Ratio Perm c0.27 0.09v/c Ratio 0.40 0.22 0.58 0.20Uniform Delay, d1 9.9 9.3 7.6 6.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 1.2 0.1Delay (s) 10.1 9.4 8.8 6.3Level of Service B A A AApproach Delay (s) 10.1 9.4 7.8Approach LOS B A A




Lane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 559 0 0 238 34 135Future Volume (vph) 559 0 0 238 34 135Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 0.0 50.0Storage Lanes 0 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 3228 0 0 3260 1554 1444Flt Permitted 0.950Satd. Flow (perm) 3228 0 0 3260 1554 1444Right Turn on Red Yes YesSatd. Flow (RTOR) 147Link Speed (k/h) 50 50 50Link Distance (m) 104.2 91.9 169.0Travel Time (s) 7.5 6.6 12.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 0% 0% 2% 7% 3%Adj. Flow (vph) 608 0 0 259 37 147Shared Lane Traffic (%)Lane Group Flow (vph) 608 0 0 259 37 147Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Number of Detectors 2 2 1 1Detector Template Thru Thru Left RightLeading Detector (m) 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type NA NA Prot PermProtected Phases 4 8 2



Lane Group EBT EBR WBL WBT NBL NBRPermitted Phases 2Detector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1Total Split (s) 25.0 25.0 25.0 25.0Total Split (%) 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 18.9 18.9 18.9 18.9Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 13.0 13.0 8.7 8.7Actuated g/C Ratio 0.43 0.43 0.29 0.29v/c Ratio 0.43 0.18 0.08 0.28Control Delay 7.0 5.6 9.1 4.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.0 5.6 9.1 4.0LOS A A A AApproach Delay 7.0 5.6 5.0Approach LOS A A A





Lane Group EBT WBT NBL NBRLane Group Flow (vph) 608 259 37 147v/c Ratio 0.43 0.18 0.08 0.28Control Delay 7.0 5.6 9.1 4.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.0 5.6 9.1 4.0Queue Length 50th (m) 8.9 3.3 1.2 0.0Queue Length 95th (m) 19.4 8.4 5.6 7.5Internal Link Dist (m) 80.2 67.9 145.0Turn Bay Length (m) 50.0Base Capacity (vph) 2304 2327 1109 1072Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.26 0.11 0.03 0.14




Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 559 0 0 238 34 135Future Volume (vph) 559 0 0 238 34 135Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 3228 3260 1554 1444Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 3228 3260 1554 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 608 0 0 259 37 147RTOR Reduction (vph) 0 0 0 0 0 104Lane Group Flow (vph) 608 0 0 259 37 43Heavy Vehicles (%) 3% 0% 0% 2% 7% 3%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 10.9 10.9 6.6 6.6Effective Green, g (s) 13.0 13.0 8.7 8.7Actuated g/C Ratio 0.44 0.44 0.29 0.29Clearance Time (s) 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1412 1426 455 422v/s Ratio Prot c0.19 0.08 0.02v/s Ratio Perm c0.03v/c Ratio 0.43 0.18 0.08 0.10Uniform Delay, d1 5.8 5.1 7.6 7.7Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.1 0.1 0.1Delay (s) 6.0 5.2 7.7 7.8Level of Service A A A AApproach Delay (s) 6.0 5.2 7.7Approach LOS A A A




Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 391 304 213 235 236 334Future Volume (vph) 391 304 213 235 236 334Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 1.0 50.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 50.0 50.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.929 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1630 1716 1594 0 1630 1458Flt Permitted 0.175 0.950Satd. Flow (perm) 300 1716 1594 0 1630 1458Right Turn on Red Yes YesSatd. Flow (RTOR) 76 363Link Speed (k/h) 50 50 50Link Distance (m) 176.2 179.7 978.6Travel Time (s) 12.7 12.9 70.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 425 330 232 255 257 363Shared Lane Traffic (%)Lane Group Flow (vph) 425 330 487 0 257 363Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 7.2Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1Detector Template Left Thru Thru Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8Permitted Phases 4 6 6



Lane Group EBL EBT WBT WBR SBL SBRDetector Phase 7 4 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.1 24.1 24.1 24.1Total Split (s) 21.0 48.0 27.0 27.0 27.0Total Split (%) 28.0% 64.0% 36.0% 36.0% 36.0%Maximum Green (s) 16.5 41.9 20.9 20.9 20.9Yellow Time (s) 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 2.4 4.0 4.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Recall Mode None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 44.3 42.7 21.9 17.5 17.5Actuated g/C Ratio 0.65 0.63 0.32 0.26 0.26v/c Ratio 0.77 0.31 0.87 0.62 0.56Control Delay 24.3 7.6 37.8 29.5 6.3Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 24.3 7.6 37.8 29.5 6.3LOS C A D C AApproach Delay 17.0 37.8 16.0Approach LOS B D B









Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 391 304 213 235 236 334Future Volume (vph) 391 304 213 235 236 334Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 2.4 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.93 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 1716 1594 1630 1458Flt Permitted 0.17 1.00 1.00 0.95 1.00Satd. Flow (perm) 299 1716 1594 1630 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 425 330 232 255 257 363RTOR Reduction (vph) 0 0 52 0 0 270Lane Group Flow (vph) 425 330 435 0 257 93Turn Type pm+pt NA NA Perm PermProtected Phases 7 4 8Permitted Phases 4 6 6Actuated Green, G (s) 40.6 40.6 19.8 15.4 15.4Effective Green, g (s) 42.7 42.7 21.9 17.5 17.5Actuated g/C Ratio 0.63 0.63 0.32 0.26 0.26Clearance Time (s) 4.5 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 546 1074 511 418 374v/s Ratio Prot c0.21 0.19 c0.27v/s Ratio Perm 0.28 c0.16 0.06v/c Ratio 0.78 0.31 0.85 0.61 0.25Uniform Delay, d1 13.4 5.9 21.6 22.4 20.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.9 0.2 12.9 2.7 0.4Delay (s) 20.4 6.1 34.6 25.1 20.5Level of Service C A C C CApproach Delay (s) 14.1 34.6 22.4Approach LOS B C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage RoadNo Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 18 942 677 94 175 40Future Volume (vph) 18 942 677 94 175 40Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 50.0 50.0 0.0Storage Lanes 1 1 1 1Taper Length (m) 7.5 50.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1662 3260 3260 1473 1646 1488Flt Permitted 0.343 0.950Satd. Flow (perm) 600 3260 3260 1473 1646 1488Right Turn on Red Yes YesSatd. Flow (RTOR) 102 43Link Speed (k/h) 50 50 50Link Distance (m) 50.4 102.7 106.3Travel Time (s) 3.6 7.4 7.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 2% 2% 1% 1% 0%Adj. Flow (vph) 20 1024 736 102 190 43Shared Lane Traffic (%)Lane Group Flow (vph) 20 1024 736 102 190 43Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1 1Detector Template Left Thru Thru Right Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Perm NA NA Perm Prot PermProtected Phases 4 8 6

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage RoadNo Crossing 2031 Summer with Improvements


Lane Group EBL EBT WBT WBR SBL SBRPermitted Phases 4 8 6Detector Phase 4 4 8 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.1 24.1 24.1 24.1 24.1 24.1Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 18.9 18.9 18.9 18.9 18.9 18.9Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode None None None None Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 18.8 18.8 18.8 18.8 12.0 12.0Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.31 0.31v/c Ratio 0.07 0.65 0.47 0.13 0.38 0.09Control Delay 7.0 10.4 8.3 2.5 13.4 4.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.0 10.4 8.3 2.5 13.4 4.7LOS A B A A B AApproach Delay 10.3 7.6 11.8Approach LOS B A B


Splits and Phases: 212: Marineland Parkway/Marinelane Parkway & Portage Road

Queues Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage RoadNo Crossing 2031 Summer with Improvements




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage RoadNo Crossing 2031 Summer with Improvements


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 18 942 677 94 175 40Future Volume (vph) 18 942 677 94 175 40Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3260 3260 1473 1646 1488Flt Permitted 0.34 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 600 3260 3260 1473 1646 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 20 1024 736 102 190 43RTOR Reduction (vph) 0 0 0 53 0 30Lane Group Flow (vph) 20 1024 736 49 190 13Heavy Vehicles (%) 0% 2% 2% 1% 1% 0%Turn Type Perm NA NA Perm Prot PermProtected Phases 4 8 6Permitted Phases 4 8 6Actuated Green, G (s) 16.6 16.6 16.6 16.6 9.8 9.8Effective Green, g (s) 18.7 18.7 18.7 18.7 11.9 11.9Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.31 0.31Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 290 1579 1579 713 507 458v/s Ratio Prot c0.31 0.23 c0.12v/s Ratio Perm 0.03 0.03 0.01v/c Ratio 0.07 0.65 0.47 0.07 0.37 0.03Uniform Delay, d1 5.3 7.5 6.6 5.3 10.4 9.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.9 0.2 0.0 0.5 0.0Delay (s) 5.4 8.4 6.8 5.3 10.9 9.3Level of Service A A A A B AApproach Delay (s) 8.4 6.7 10.6Approach LOS A A B




Appendix I

Future Total Traffic Operations with OPG Canal Crossing Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.3 39.3 39.3 12.5 51.8 51.8 37.3 37.3 37.3 37.3 37.3Total Split (%) 44.1% 44.1% 44.1% 14.0% 58.1% 58.1% 41.9% 41.9% 41.9% 41.9% 41.9%Maximum Green (s) 33.0 33.0 33.0 9.5 45.5 45.5 31.0 31.0 31.0 31.0 31.0Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 21.4 21.4 21.4 31.0 31.0 28.6 19.9 19.9 19.9 19.9 19.9Actuated g/C Ratio 0.36 0.36 0.36 0.52 0.52 0.48 0.34 0.34 0.34 0.34 0.34v/c Ratio 0.41 0.62 0.17 0.12 0.35 0.32 0.28 0.24 0.28 0.59 0.19Control Delay 21.7 18.9 6.4 9.5 9.7 2.9 18.3 16.5 4.9 24.5 9.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.7 18.9 6.4 9.5 9.7 2.9 18.3 16.5 4.9 24.5 9.1LOS C B A A A A B B A C AApproach Delay 17.9 7.6 12.4 17.4Approach LOS B A B B



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 95 656 87 29 528 243 86 117 131 210 98 82Future Volume (vph) 95 656 87 29 528 243 86 117 131 210 98 82Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1524 3197 1390 1484 3167 1410 1471 1606 1250 1614 2852Flt Permitted 0.44 1.00 1.00 0.21 1.00 1.00 0.63 1.00 1.00 0.68 1.00Satd. Flow (perm) 699 3197 1390 330 3167 1410 973 1606 1250 1148 2852Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 103 713 95 32 574 264 93 127 142 228 107 89RTOR Reduction (vph) 0 0 49 0 0 135 0 0 94 0 59 0Lane Group Flow (vph) 103 713 46 32 574 129 93 127 48 228 137 0Confl. Peds. (#/hr) 4 4Heavy Vehicles (%) 9% 4% 7% 12% 5% 4% 13% 9% 19% 3% 5% 13%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 19.1 19.1 19.1 28.6 28.6 28.6 17.5 17.5 17.5 17.5 17.5Effective Green, g (s) 21.4 21.4 21.4 27.6 30.9 28.6 19.8 19.8 19.8 19.8 19.8Actuated g/C Ratio 0.36 0.36 0.36 0.47 0.53 0.49 0.34 0.34 0.34 0.34 0.34Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 254 1165 506 263 1667 686 328 541 421 387 962v/s Ratio Prot c0.22 0.01 c0.18 0.08 0.05v/s Ratio Perm 0.15 0.03 0.05 0.09 0.10 0.04 c0.20v/c Ratio 0.41 0.61 0.09 0.12 0.34 0.19 0.28 0.23 0.11 0.59 0.14Uniform Delay, d1 13.9 15.3 12.3 9.3 8.0 8.5 14.3 14.0 13.4 16.1 13.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 0.8 0.1 0.2 0.1 0.1 0.3 0.2 0.1 1.9 0.0Delay (s) 14.7 16.1 12.3 9.4 8.1 8.6 14.6 14.2 13.5 18.0 13.6Level of Service B B B A A A B B B B BApproach Delay (s) 15.5 8.3 14.0 16.0Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 23.8 21.5 35.3 35.3 19.7 19.7 19.7Actuated g/C Ratio 0.38 0.34 0.56 0.56 0.31 0.31 0.31v/c Ratio 0.62 0.00 0.17 0.26 0.54 0.56 0.32Control Delay 18.2 0.0 9.0 8.2 23.3 23.9 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.2 0.0 9.0 8.2 23.3 23.9 4.8LOS B A A A C C AApproach Delay 18.2 8.3 18.8Approach LOS B A B



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1082 1 54 672 253 265 178v/c Ratio 0.62 0.00 0.17 0.26 0.54 0.56 0.32Control Delay 18.2 0.0 9.0 8.2 23.3 23.9 4.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.2 0.0 9.0 8.2 23.3 23.9 4.8Queue Length 50th (m) 37.3 0.0 2.7 13.8 25.8 27.3 0.0Queue Length 95th (m) 63.4 0.0 9.2 27.4 54.9 57.6 12.6Internal Link Dist (m) 110.1 8.2 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 2453 761 350 3370 806 809 834Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.44 0.00 0.15 0.20 0.31 0.33 0.21


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 995 1 50 618 0 0 0 0 328 148 164Future Volume (vph) 0 995 1 50 618 0 0 0 0 328 148 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.98 1.00Satd. Flow (prot) 4638 1468 1662 4594 1516 1522 1412Flt Permitted 1.00 1.00 0.16 1.00 0.95 0.98 1.00Satd. Flow (perm) 4638 1468 285 4594 1516 1522 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1082 1 54 672 0 0 0 0 357 161 178RTOR Reduction (vph) 0 0 1 0 0 0 0 0 0 0 0 122Lane Group Flow (vph) 0 1082 0 54 672 0 0 0 0 253 265 56Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 21.6 21.6 32.9 32.9 17.3 17.3 17.3Effective Green, g (s) 23.9 21.6 31.9 35.2 19.6 19.6 19.6Actuated g/C Ratio 0.38 0.34 0.51 0.56 0.31 0.31 0.31Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1765 504 304 2574 473 475 440v/s Ratio Prot c0.23 0.02 c0.15v/s Ratio Perm 0.00 0.07 0.17 0.17 0.04v/c Ratio 0.61 0.00 0.18 0.26 0.53 0.56 0.13Uniform Delay, d1 15.7 13.5 8.9 7.1 17.8 18.0 15.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.0 0.3 0.1 1.2 1.4 0.1Delay (s) 16.4 13.5 9.2 7.2 19.0 19.4 15.6Level of Service B B A A B B BApproach Delay (s) 16.3 7.3 0.0 18.3Approach LOS B A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBT EBR WBL WBT NBL NBRDetector Phase 4 8 2 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 17.7 17.7 12.5 12.5Actuated g/C Ratio 0.46 0.46 0.33 0.33v/c Ratio 0.49 0.33 0.06 0.24Control Delay 7.9 6.9 10.3 7.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.9 6.9 10.3 7.4LOS A A B AApproach Delay 7.9 6.9 8.3Approach LOS A A A



Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Rail Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.0 48.0 9.5 42.0 42.0 32.5 32.5Total Split (%) 40.0% 40.0% 40.0% 13.3% 53.3% 10.6% 46.7% 46.7% 36.1% 36.1%Maximum Green (s) 29.7 29.7 29.7 7.5 41.7 5.0 35.7 35.7 26.2 26.2Yellow Time (s) 4.1 4.1 4.1 3.5 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 1.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -0.5 -2.3 -0.5 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 24.4 24.4 24.4 7.6 36.1 5.5 20.0 20.0 10.4 10.4Actuated g/C Ratio 0.38 0.38 0.38 0.12 0.56 0.09 0.31 0.31 0.16 0.16v/c Ratio 0.34 0.68 0.39 0.39 0.47 0.41 0.01 0.20 0.08 0.10Control Delay 18.8 19.4 3.6 30.9 9.0 34.5 18.0 6.0 26.7 13.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.8 19.4 3.6 30.9 9.0 34.5 18.0 6.0 26.7 13.4LOS B B A C A C B A C BApproach Delay 15.7 12.2 20.9 18.5Approach LOS B B C B



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Rail Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 25.0 30.4 25.0 30.4 12.0 37.7 12.0 37.7 37.7Total Split (%) 23.8% 28.9% 23.8% 28.9% 11.4% 35.9% 11.4% 35.9% 35.9%Maximum Green (s) 21.0 24.0 22.0 24.0 9.0 31.0 9.0 31.0 31.0Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -4.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 13.1 27.3 32.0 24.1 27.6 19.6 23.3 17.5 14.7Actuated g/C Ratio 0.17 0.36 0.43 0.32 0.37 0.26 0.31 0.23 0.20v/c Ratio 0.30 0.66 0.24 0.72 0.56 0.61 0.20 0.46 0.40Control Delay 30.8 23.9 13.2 28.4 23.5 29.7 16.8 29.3 7.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.8 23.9 13.2 28.4 23.5 29.7 16.8 29.3 7.7LOS C C B C C C B C AApproach Delay 25.1 27.0 27.0 18.8Approach LOS C C C B

Intersection SummaryArea Type: OtherCycle Length: 105.1Actuated Cycle Length: 75Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.72Intersection Signal Delay: 25.0 Intersection LOS: CIntersection Capacity Utilization 59.5% ICU Level of Service BAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 154 727 73 703 210 265 61 184 165v/c Ratio 0.30 0.66 0.24 0.72 0.56 0.61 0.20 0.46 0.40Control Delay 30.8 23.9 13.2 28.4 23.5 29.7 16.8 29.3 7.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.8 23.9 13.2 28.4 23.5 29.7 16.8 29.3 7.7Queue Length 50th (m) 10.6 44.0 5.1 46.0 22.1 32.5 5.8 24.5 0.0Queue Length 95th (m) 21.8 80.6 14.6 84.0 40.5 61.1 13.9 44.7 14.7Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 1009 1166 578 1095 380 740 358 781 694Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.62 0.13 0.64 0.55 0.36 0.17 0.24 0.24


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 556 113 67 582 64 193 165 79 56 169 152Future Volume (vph) 142 556 113 67 582 64 193 165 79 56 169 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 2959 2981 1598 3023 1630 1583 1629 1699 1417Flt Permitted 0.95 1.00 0.28 1.00 0.45 1.00 0.45 1.00 1.00Satd. Flow (perm) 2959 2981 467 3023 774 1583 776 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 154 604 123 73 633 70 210 179 86 61 184 165RTOR Reduction (vph) 0 14 0 0 7 0 0 18 0 0 0 132Lane Group Flow (vph) 154 713 0 73 696 0 210 247 0 61 184 33Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 9.0 24.9 28.7 21.8 25.9 16.9 21.5 14.7 14.7Effective Green, g (s) 13.0 27.3 28.7 24.2 23.9 19.6 19.5 17.4 14.7Actuated g/C Ratio 0.17 0.37 0.38 0.32 0.32 0.26 0.26 0.23 0.20Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 515 1090 284 980 339 415 269 396 279v/s Ratio Prot c0.05 c0.24 0.02 0.23 c0.07 c0.16 0.02 0.11v/s Ratio Perm 0.08 0.13 0.04 0.02v/c Ratio 0.30 0.65 0.26 0.71 0.62 0.60 0.23 0.46 0.12Uniform Delay, d1 26.8 19.7 15.0 22.1 20.0 24.0 21.2 24.6 24.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 1.2 0.4 2.1 2.9 1.7 0.3 0.4 0.1Delay (s) 27.1 20.9 15.4 24.2 22.8 25.7 21.5 25.0 24.7Level of Service C C B C C C C C CApproach Delay (s) 22.0 23.3 24.4 24.4Approach LOS C C C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 4 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 27.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 47.0 47.0 47.0 47.0 40.2 40.2 40.2 40.2 40.2Total Split (%) 53.9% 53.9% 53.9% 53.9% 46.1% 46.1% 46.1% 46.1% 46.1%Maximum Green (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 22.2 22.2 22.2 20.0 20.0 20.0 17.6Actuated g/C Ratio 0.43 0.43 0.43 0.39 0.39 0.39 0.34v/c Ratio 0.54 0.45 0.44 0.57 0.28 0.26 0.32Control Delay 20.1 11.4 10.6 18.7 15.3 13.8 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 20.1 11.4 10.6 18.7 15.3 13.8 4.4LOS C B B B B B AApproach Delay 13.2 10.6 18.7 10.2Approach LOS B B B B



Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 510 40 0 422 108 107 171 11 97 156 184Future Volume (vph) 141 510 40 0 422 108 107 171 11 97 156 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 0.97 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1551 3065 2970 1675 1629 1667 1417Flt Permitted 0.40 1.00 1.00 0.82 0.57 1.00 1.00Satd. Flow (perm) 658 3065 2970 1403 969 1667 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 153 554 43 0 459 117 116 186 12 105 170 200RTOR Reduction (vph) 0 7 0 0 28 0 0 2 0 0 0 129Lane Group Flow (vph) 153 590 0 0 548 0 0 312 0 105 170 71Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 19.8 19.8 19.8 17.6 17.6 17.6 17.6Effective Green, g (s) 21.9 21.9 21.9 19.7 19.7 19.7 17.6Actuated g/C Ratio 0.44 0.44 0.44 0.40 0.40 0.40 0.35Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 290 1353 1311 557 384 662 502v/s Ratio Prot 0.19 0.18 0.10v/s Ratio Perm c0.23 c0.22 0.11 0.05v/c Ratio 0.53 0.44 0.42 0.56 0.27 0.26 0.14Uniform Delay, d1 10.1 9.6 9.5 11.6 10.1 10.0 10.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 0.2 0.2 1.3 0.4 0.2 0.1Delay (s) 11.8 9.8 9.7 12.9 10.5 10.2 11.0Level of Service B A A B B B BApproach Delay (s) 10.2 9.7 12.9 10.6Approach LOS B A B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Rail Crossing 2031 Summer






Intersection SummaryArea Type: OtherCycle Length: 70Actuated Cycle Length: 55Natural Cycle: 70Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.61Intersection Signal Delay: 15.5 Intersection LOS: BIntersection Capacity Utilization 52.4% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 399 165 93 316 75 163 148 92 64 141 50Future Volume (vph) 54 399 165 93 316 75 163 148 92 64 141 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.96 1.00 0.97 1.00 0.94 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3117 1630 3165 1630 3072 1630 3132Flt Permitted 0.47 1.00 0.29 1.00 0.57 1.00 0.59 1.00Satd. Flow (perm) 810 3117 497 3165 973 3072 1013 3132Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 434 179 101 343 82 177 161 100 70 153 54RTOR Reduction (vph) 0 63 0 0 29 0 0 80 0 0 44 0Lane Group Flow (vph) 59 550 0 101 396 0 177 181 0 70 163 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 20.5 14.3 21.5 14.8 15.9 8.9 14.5 8.2Effective Green, g (s) 18.5 16.6 19.5 17.1 13.9 11.2 12.5 10.5Actuated g/C Ratio 0.34 0.30 0.36 0.31 0.25 0.20 0.23 0.19Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 351 944 294 987 318 627 290 600v/s Ratio Prot 0.02 c0.18 c0.04 0.13 c0.06 0.06 0.02 0.05v/s Ratio Perm 0.04 0.09 c0.08 0.03v/c Ratio 0.17 0.58 0.34 0.40 0.56 0.29 0.24 0.27Uniform Delay, d1 12.5 16.2 12.4 14.8 17.1 18.4 17.1 18.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.9 0.7 0.3 2.1 0.3 0.4 0.2Delay (s) 12.7 17.1 13.1 15.1 19.2 18.7 17.5 19.1Level of Service B B B B B B B BApproach Delay (s) 16.7 14.7 18.9 18.7Approach LOS B B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Rail Crossing 2031 Summer






Intersection SummaryArea Type: OtherCycle Length: 50.7Actuated Cycle Length: 27Natural Cycle: 50Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.31Intersection Signal Delay: 6.7 Intersection LOS: AIntersection Capacity Utilization 23.3% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Rail Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Rail Crossing 2031 Summer








Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Rail Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Rail Crossing 2031 Summer








Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Rail Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Rail Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Rail Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%Maximum Green (s) 33.7 33.7 33.7 33.7 33.7 33.7 33.7 33.7 33.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 0.0 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 28.0 28.0 28.0 29.2 26.8 29.2 29.2Actuated g/C Ratio 0.43 0.43 0.43 0.44 0.41 0.44 0.44v/c Ratio 0.19 0.57 0.52 0.25 0.56 0.69 0.35Control Delay 13.8 20.8 6.1 13.7 4.4 26.3 14.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.8 20.8 6.1 13.7 4.4 26.3 14.0LOS B C A B A C BApproach Delay 13.8 12.2 7.0 21.0Approach LOS B B A C



Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Rail Crossing 2031 Summer


Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 114 286 407 189 483 293 223v/c Ratio 0.19 0.57 0.52 0.25 0.56 0.69 0.35Control Delay 13.8 20.8 6.1 13.7 4.4 26.3 14.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 13.8 20.8 6.1 13.7 4.4 26.3 14.0Queue Length 50th (m) 9.6 29.5 6.5 15.2 0.0 30.1 17.2Queue Length 95th (m) 20.6 56.5 26.6 31.8 17.3 #68.3 37.0Internal Link Dist (m) 248.1 318.3 202.0 917.3Turn Bay Length (m) 50.0 100.0 50.0Base Capacity (vph) 827 685 948 980 1000 558 842Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.14 0.42 0.43 0.19 0.48 0.53 0.26


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Rail Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 27 77 1 263 72 303 2 172 444 270 172 33Future Volume (vph) 27 77 1 263 72 303 2 172 444 270 172 33Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 6.3 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.88 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1621 1525 1390 1682 1430 1433 1432Flt Permitted 0.86 0.73 1.00 1.00 1.00 0.63 1.00Satd. Flow (perm) 1418 1174 1390 1679 1430 957 1432Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 29 84 1 286 78 329 2 187 483 293 187 36RTOR Reduction (vph) 0 1 0 0 188 0 0 0 284 0 9 0Lane Group Flow (vph) 0 113 0 286 219 0 0 189 199 293 214 0Heavy Vehicles (%) 8% 6% 0% 9% 5% 12% 0% 4% 4% 16% 23% 0%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 25.5 25.5 25.5 26.8 26.8 26.8 26.8Effective Green, g (s) 27.8 27.8 27.8 29.1 26.8 29.1 29.1Actuated g/C Ratio 0.43 0.43 0.43 0.45 0.41 0.45 0.45Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 607 502 595 752 590 429 642v/s Ratio Prot 0.16 0.15v/s Ratio Perm 0.08 c0.24 0.11 0.14 c0.31v/c Ratio 0.19 0.57 0.37 0.25 0.34 0.68 0.33Uniform Delay, d1 11.5 14.0 12.6 11.1 13.0 14.2 11.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 3.1 1.1 0.5 1.0 6.7 0.9Delay (s) 11.9 17.1 13.7 11.6 14.0 20.9 12.5Level of Service B B B B B C BApproach Delay (s) 11.9 15.1 13.3 17.3Approach LOS B B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Rail Crossing 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 91.1% ICU Level of Service FAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Rail Crossing 2031 Summer



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 410 61 611 299Volume Left 151 9 311 10Volume Right 246 29 16 182cSH 222 172 1284 1201Volume to Capacity 1.84 0.35 0.24 0.01Queue Length 95th (m) 230.5 11.9 7.6 0.2Control Delay (s) 434.0 36.9 5.7 0.3Lane LOS F E A AApproach Delay (s) 434.0 36.9 5.7 0.3Approach LOS F E

Intersection SummaryAverage Delay 133.1Intersection Capacity Utilization 91.1% ICU Level of Service FAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Rail Crossing 2031 Summer


Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 307 178 174 329 232 169Future Volume (vph) 307 178 174 329 232 169Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 50.0 50.0Storage Lanes 1 1 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1662 1488 1636 1488 1511 1699Flt Permitted 0.950 0.471Satd. Flow (perm) 1662 1488 1636 1488 749 1699Right Turn on Red Yes YesSatd. Flow (RTOR) 193 358Link Speed (k/h) 50 50 50Link Distance (m) 91.0 92.1 176.4Travel Time (s) 6.6 6.6 12.7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 7% 0% 10% 3%Adj. Flow (vph) 334 193 189 358 252 184Shared Lane Traffic (%)Lane Group Flow (vph) 334 193 189 358 252 184Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Number of Detectors 1 1 2 1 1 2Detector Template Left Right Thru Right Left ThruLeading Detector (m) 2.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type Prot Perm NA Perm pm+pt NAProtected Phases 8 2 1 6



Lane Group WBL WBR NBT NBR SBL SBTPermitted Phases 8 2 6Detector Phase 8 8 2 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.3 24.3 24.3 24.3 11.3 24.3Total Split (s) 28.0 28.0 26.0 26.0 16.0 42.0Total Split (%) 40.0% 40.0% 37.1% 37.1% 22.9% 60.0%Maximum Green (s) 21.7 21.7 19.7 19.7 9.7 35.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 18.2 18.2 14.5 14.5 30.1 30.1Actuated g/C Ratio 0.32 0.32 0.26 0.26 0.53 0.53v/c Ratio 0.62 0.32 0.45 0.55 0.46 0.20Control Delay 22.9 4.5 22.5 6.2 11.1 8.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.9 4.5 22.5 6.2 11.1 8.4LOS C A C A B AApproach Delay 16.1 11.8 10.0Approach LOS B B A


Splits and Phases: 208: Montrose Rd (RR 98) & Oakwood Dr

Queues Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Rail Crossing 2031 Summer


Lane Group WBL WBR NBT NBR SBL SBTLane Group Flow (vph) 334 193 189 358 252 184v/c Ratio 0.62 0.32 0.45 0.55 0.46 0.20Control Delay 22.9 4.5 22.5 6.2 11.1 8.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.9 4.5 22.5 6.2 11.1 8.4Queue Length 50th (m) 30.0 0.0 17.4 0.0 13.9 9.5Queue Length 95th (m) 61.8 12.3 36.8 17.5 31.0 22.0Internal Link Dist (m) 67.0 68.1 152.4Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 725 757 654 809 564 1173Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.46 0.25 0.29 0.44 0.45 0.16


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Rail Crossing 2031 Summer


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 307 178 174 329 232 169Future Volume (vph) 307 178 174 329 232 169Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1488 1636 1488 1511 1699Flt Permitted 0.95 1.00 1.00 1.00 0.47 1.00Satd. Flow (perm) 1662 1488 1636 1488 749 1699Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 334 193 189 358 252 184RTOR Reduction (vph) 0 131 0 265 0 0Lane Group Flow (vph) 334 62 189 93 252 184Heavy Vehicles (%) 0% 0% 7% 0% 10% 3%Turn Type Prot Perm NA Perm pm+pt NAProtected Phases 8 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 15.9 15.9 12.3 12.3 27.8 27.8Effective Green, g (s) 18.2 18.2 14.6 14.6 30.1 30.1Actuated g/C Ratio 0.32 0.32 0.26 0.26 0.53 0.53Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 537 481 424 385 556 908v/s Ratio Prot c0.20 0.12 c0.09 0.11v/s Ratio Perm 0.04 0.06 c0.15v/c Ratio 0.62 0.13 0.45 0.24 0.45 0.20Uniform Delay, d1 16.1 13.5 17.5 16.5 7.6 6.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.2 0.1 0.7 0.3 0.6 0.1Delay (s) 18.4 13.6 18.2 16.8 8.2 6.9Level of Service B B B B A AApproach Delay (s) 16.6 17.3 7.7Approach LOS B B A


Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 350 350 263 263 478Volume Left 0 0 0 0 175Volume Right 0 0 0 0 303cSH 1700 1700 1700 1700 640Volume to Capacity 0.21 0.21 0.15 0.15 0.75Queue Length 95th (m) 0.0 0.0 0.0 0.0 53.4Control Delay (s) 0.0 0.0 0.0 0.0 30.4Lane LOS DApproach Delay (s) 0.0 0.0 30.4Approach LOS D


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 414 118 405 216 146Volume Left (vph) 414 0 0 216 0Volume Right (vph) 0 0 198 0 146Hadj (s) 0.65 0.09 -0.22 0.69 -0.22Departure Headway (s) 7.1 6.5 6.2 7.8 6.9Degree Utilization, x 0.82 0.21 0.70 0.47 0.28Capacity (veh/h) 500 537 562 432 492Control Delay (s) 33.2 10.1 22.2 16.4 11.4Approach Delay (s) 28.1 22.2 14.4Approach LOS D C B

Intersection SummaryDelay 22.4Level of Service CIntersection Capacity Utilization 67.8% ICU Level of Service CAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 53 268 268 200 200 67 17 47Volume Left 53 0 0 0 0 0 17 0Volume Right 0 0 0 0 0 67 0 47cSH 1075 1700 1700 1700 1700 1700 313 772Volume to Capacity 0.05 0.16 0.16 0.12 0.12 0.04 0.05 0.06Queue Length 95th (m) 1.2 0.0 0.0 0.0 0.0 0.0 1.4 1.6Control Delay (s) 8.5 0.0 0.0 0.0 0.0 0.0 17.1 10.0Lane LOS A C AApproach Delay (s) 0.8 0.0 11.9Approach LOS B


Lanes, Volumes, Timings Thundering Waters Secondary Plan213: Oakwood Dr & Thundering Water Access Rail Crossing 2031 Summer


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 120 441 362 0 0 123Future Volume (vph) 120 441 362 0 0 123Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 0.0 25.0 0.0Storage Lanes 1 0 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00Frt 0.850Flt Protected 0.950Satd. Flow (prot) 1630 3260 3260 0 1716 1458Flt Permitted 0.950Satd. Flow (perm) 1630 3260 3260 0 1716 1458Link Speed (k/h) 50 50 50Link Distance (m) 58.6 188.3 93.8Travel Time (s) 4.2 13.6 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 130 479 393 0 0 134Shared Lane Traffic (%)Lane Group Flow (vph) 130 479 393 0 0 134Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free Stop


HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan213: Oakwood Dr & Thundering Water Access Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 130 240 240 262 131 0 134Volume Left 130 0 0 0 0 0 0Volume Right 0 0 0 0 0 0 134cSH 1162 1700 1700 1700 1700 1700 812Volume to Capacity 0.11 0.14 0.14 0.15 0.08 0.00 0.17Queue Length 95th (m) 3.0 0.0 0.0 0.0 0.0 0.0 4.7Control Delay (s) 8.5 0.0 0.0 0.0 0.0 0.0 10.3Lane LOS A A BApproach Delay (s) 1.8 0.0 10.3Approach LOS B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 28.5 28.5 28.5 39.5 39.5 37.2 32.8 32.8 32.8 32.8 32.8Actuated g/C Ratio 0.35 0.35 0.35 0.49 0.49 0.46 0.41 0.41 0.41 0.41 0.41v/c Ratio 0.60 0.75 0.20 0.50 0.61 0.45 0.34 0.28 0.48 0.85 0.22Control Delay 39.5 27.6 8.6 19.0 16.7 3.1 21.2 18.9 7.1 44.6 11.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 39.5 27.6 8.6 19.0 16.7 3.1 21.2 18.9 7.1 44.6 11.7LOS D C A B B A C B A D BApproach Delay 26.6 13.2 13.1 30.2Approach LOS C B B C

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 80.5Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.85Intersection Signal Delay: 19.7 Intersection LOS: BIntersection Capacity Utilization 79.7% ICU Level of Service DAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 784 106 104 890 366 126 172 330 338 173 90Future Volume (vph) 90 784 106 104 890 366 126 172 330 338 173 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1537 3228 1463 1568 3228 1448 1662 1651 1411 1644 3070Flt Permitted 0.28 1.00 1.00 0.14 1.00 1.00 0.57 1.00 1.00 0.61 1.00Satd. Flow (perm) 461 3228 1463 226 3228 1448 999 1651 1411 1056 3070Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 98 852 115 113 967 398 137 187 359 367 188 98RTOR Reduction (vph) 0 0 49 0 0 214 0 0 170 0 56 0Lane Group Flow (vph) 98 852 66 113 967 184 137 187 189 367 230 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 26.2 26.2 26.2 37.2 37.2 37.2 30.5 30.5 30.5 30.5 30.5Effective Green, g (s) 28.5 28.5 28.5 36.2 39.5 37.2 32.8 32.8 32.8 32.8 32.8Actuated g/C Ratio 0.35 0.35 0.35 0.45 0.49 0.46 0.41 0.41 0.41 0.41 0.41Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 163 1145 519 218 1587 670 408 674 576 431 1253v/s Ratio Prot c0.26 0.04 c0.30 0.11 0.08v/s Ratio Perm 0.21 0.05 0.19 0.13 0.14 0.13 c0.35v/c Ratio 0.60 0.74 0.13 0.52 0.61 0.28 0.34 0.28 0.33 0.85 0.18Uniform Delay, d1 21.2 22.7 17.5 15.4 14.8 13.3 16.3 15.8 16.2 21.5 15.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.2 2.5 0.1 1.6 0.6 0.2 0.4 0.2 0.2 14.7 0.1Delay (s) 26.4 25.2 17.6 16.9 15.4 13.4 16.6 16.0 16.5 36.3 15.2Level of Service C C B B B B B B B D BApproach Delay (s) 24.5 15.0 16.4 27.1Approach LOS C B B C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 39.0 39.0 13.6 52.6 37.4 37.4 37.4Total Split (%) 43.3% 43.3% 15.1% 58.4% 41.6% 41.6% 41.6%Maximum Green (s) 32.7 32.7 10.6 46.3 31.1 31.1 31.1Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 32.6 30.3 44.5 44.5 26.8 26.8 26.8Actuated g/C Ratio 0.41 0.38 0.56 0.56 0.34 0.34 0.34v/c Ratio 0.80 0.08 0.40 0.44 0.70 0.73 0.60Control Delay 25.2 2.5 14.4 11.5 31.4 32.8 21.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.2 2.5 14.4 11.5 31.4 32.8 21.9LOS C A B B C C CApproach Delay 24.5 11.7 28.9Approach LOS C B C





Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1529 49 102 1142 353 364 323v/c Ratio 0.80 0.08 0.40 0.44 0.70 0.73 0.60Control Delay 25.2 2.5 14.4 11.5 31.4 32.8 21.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.2 2.5 14.4 11.5 31.4 32.8 21.9Queue Length 50th (m) 77.2 0.0 7.5 37.8 51.8 54.1 32.6Queue Length 95th (m) 110.6 4.0 16.5 54.3 86.9 90.7 61.7Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 2102 657 290 2919 643 637 661Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.73 0.07 0.35 0.39 0.55 0.57 0.49




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1407 45 94 1051 0 0 0 0 508 152 297Future Volume (vph) 0 1407 45 94 1051 0 0 0 0 508 152 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4684 1463 1630 4684 1502 1488 1444Flt Permitted 1.00 1.00 0.12 1.00 0.95 0.97 1.00Satd. Flow (perm) 4684 1463 205 4684 1502 1488 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1529 49 102 1142 0 0 0 0 552 165 323RTOR Reduction (vph) 0 0 30 0 0 0 0 0 0 0 0 50Lane Group Flow (vph) 0 1529 19 102 1142 0 0 0 0 353 364 273Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 30.4 30.4 42.2 42.2 24.5 24.5 24.5Effective Green, g (s) 32.7 30.4 41.2 44.5 26.8 26.8 26.8Actuated g/C Ratio 0.41 0.38 0.52 0.56 0.34 0.34 0.34Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1931 560 246 2628 507 502 488v/s Ratio Prot c0.33 0.04 c0.24v/s Ratio Perm 0.01 0.17 0.24 0.24 0.19v/c Ratio 0.79 0.03 0.41 0.43 0.70 0.73 0.56Uniform Delay, d1 20.3 15.3 13.2 10.1 22.7 23.0 21.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.3 0.0 1.1 0.1 4.1 5.2 1.4Delay (s) 22.6 15.3 14.3 10.2 26.9 28.2 22.8Level of Service C B B B C C CApproach Delay (s) 22.4 10.6 0.0 26.1Approach LOS C B A C























Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 40.0 40.0 40.0 13.0 53.0 17.0 52.0 52.0 35.0 35.0Total Split (%) 38.1% 38.1% 38.1% 12.4% 50.5% 16.2% 49.5% 49.5% 33.3% 33.3%Maximum Green (s) 32.0 32.0 32.0 8.5 45.0 12.5 44.0 44.0 27.0 27.0Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 36.1 36.1 36.1 9.0 49.1 13.0 32.9 32.9 15.9 15.9Actuated g/C Ratio 0.40 0.40 0.40 0.10 0.55 0.14 0.37 0.37 0.18 0.18v/c Ratio 0.50 0.95 0.58 1.00 0.82 1.00 0.05 0.35 0.10 0.46Control Delay 48.7 42.7 6.5 94.2 22.6 83.3 18.3 4.3 31.5 34.8Queue Delay 0.0 13.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.7 56.5 6.5 94.2 22.6 83.3 18.3 4.3 31.5 34.8LOS D E A F C F B A C CApproach Delay 42.5 35.5 54.9 34.3Approach LOS D D D C

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 90Natural Cycle: 120Control Type: Semi Act-UncoordMaximum v/c Ratio: 1.00Intersection Signal Delay: 41.5 Intersection LOS: DIntersection Capacity Utilization 78.0% ICU Level of Service DAnalysis Period (min) 15




Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 39 1211 475 317 1443 458 28 237 23 119v/c Ratio 0.50 0.95 0.58 1.00 0.82 1.00 0.05 0.35 0.10 0.46Control Delay 48.7 42.7 6.5 94.2 22.6 83.3 18.3 4.3 31.5 34.8Queue Delay 0.0 13.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.7 56.5 6.5 94.2 22.6 83.3 18.3 4.3 31.5 34.8Queue Length 50th (m) 5.1 108.4 5.1 30.0 105.6 43.2 3.3 0.3 3.6 17.2Queue Length 95th (m) #22.4 #171.6 32.0 #62.3 158.4 #81.9 8.7 14.7 10.2 33.8Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 78 1280 819 316 1755 457 858 878 445 497Starvation Cap Reductn 0 93 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.50 1.02 0.58 1.00 0.82 1.00 0.03 0.27 0.05 0.24




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 1114 437 292 1313 15 421 26 218 21 14 96Future Volume (vph) 36 1114 437 292 1313 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1567 3197 1408 3162 3218 3162 1606 1439 1661 1418Flt Permitted 0.12 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 195 3197 1408 3162 3218 3162 1606 1439 1292 1418Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 39 1211 475 317 1427 16 458 28 237 23 15 104RTOR Reduction (vph) 0 0 256 0 0 0 0 0 149 0 12 0Lane Group Flow (vph) 39 1211 219 317 1443 0 458 28 88 23 107 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 32.1 32.1 32.1 8.5 45.1 12.5 28.9 28.9 11.9 11.9Effective Green, g (s) 36.1 36.1 36.1 9.0 49.1 13.0 32.9 32.9 15.9 15.9Actuated g/C Ratio 0.40 0.40 0.40 0.10 0.55 0.14 0.37 0.37 0.18 0.18Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 78 1282 564 316 1755 456 587 526 228 250v/s Ratio Prot c0.38 c0.10 0.45 c0.14 0.02 c0.08v/s Ratio Perm 0.20 0.16 0.06 0.02v/c Ratio 0.50 0.94 0.39 1.00 0.82 1.00 0.05 0.17 0.10 0.43Uniform Delay, d1 20.2 26.0 19.1 40.5 16.8 38.5 18.4 19.3 31.1 33.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 13.9 0.3 51.4 3.2 43.2 0.0 0.1 0.1 0.9Delay (s) 23.8 39.9 19.4 91.9 20.0 81.7 18.5 19.4 31.2 33.9Level of Service C D B F C F B B C CApproach Delay (s) 33.9 33.0 58.9 33.4Approach LOS C C E C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 18.0 47.4 9.6 39.0 15.0 42.1 10.9 38.0 38.0Total Split (%) 16.4% 43.1% 8.7% 35.5% 13.6% 38.3% 9.9% 34.5% 34.5%Maximum Green (s) 14.0 41.0 6.6 32.6 12.0 35.4 7.9 31.3 31.3Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 0.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 13.6 43.7 40.3 35.2 38.6 27.9 30.2 23.5 23.5Actuated g/C Ratio 0.14 0.44 0.41 0.35 0.39 0.28 0.30 0.24 0.24v/c Ratio 0.81 0.82 0.33 0.97 1.29 0.75 0.56 0.65 0.68Control Delay 58.5 31.2 19.9 53.8 181.9 41.5 30.8 41.9 17.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 58.5 31.2 19.9 53.8 181.9 41.5 30.8 41.9 17.9LOS E C B D F D C D BApproach Delay 37.6 52.2 113.9 28.5Approach LOS D D F C





Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 354 1141 53 1100 382 359 127 267 368v/c Ratio 0.81 0.82 0.33 0.97 1.29 0.75 0.56 0.65 0.68Control Delay 58.5 31.2 19.9 53.8 181.9 41.5 30.8 41.9 17.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 58.5 31.2 19.9 53.8 181.9 41.5 30.8 41.9 17.9Queue Length 50th (m) 36.2 102.0 4.9 113.7 ~73.1 64.3 16.9 49.1 20.2Queue Length 95th (m) #66.7 #168.4 13.4 #189.1 #158.9 96.4 29.4 75.4 52.4Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 451 1396 170 1133 295 654 232 595 669Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.78 0.82 0.31 0.97 1.29 0.55 0.55 0.45 0.55




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 865 185 49 931 81 351 262 68 117 246 339Future Volume (vph) 326 865 185 49 931 81 351 262 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3193 3134 1629 3186 1568 1680 1645 1733 1473Flt Permitted 0.95 1.00 0.13 1.00 0.26 1.00 0.29 1.00 1.00Satd. Flow (perm) 3193 3134 220 3186 436 1680 497 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 354 940 201 53 1012 88 382 285 74 127 267 368RTOR Reduction (vph) 0 15 0 0 6 0 0 9 0 0 0 190Lane Group Flow (vph) 354 1126 0 53 1094 0 382 350 0 127 267 178Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 13.6 41.3 38.9 32.8 35.9 25.2 28.5 20.8 20.8Effective Green, g (s) 13.6 43.7 36.9 35.2 34.9 27.9 26.5 23.5 23.5Actuated g/C Ratio 0.14 0.44 0.37 0.35 0.35 0.28 0.27 0.24 0.24Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 436 1377 153 1128 279 471 209 409 348v/s Ratio Prot c0.11 0.36 0.02 c0.34 c0.15 0.21 0.04 0.15v/s Ratio Perm 0.11 c0.33 0.12 0.12v/c Ratio 0.81 0.82 0.35 0.97 1.37 0.74 0.61 0.65 0.51Uniform Delay, d1 41.7 24.4 21.7 31.6 29.3 32.5 29.5 34.3 33.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.7 3.7 1.0 19.8 187.3 5.6 4.2 3.0 0.7Delay (s) 52.4 28.1 22.7 51.4 216.6 38.1 33.7 37.3 33.7Level of Service D C C D F D C D CApproach Delay (s) 33.8 50.1 130.2 34.9Approach LOS C D F C

Intersection SummaryHCM 2000 Control Delay 55.7 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.10Actuated Cycle Length (s) 99.4 Sum of lost time (s) 16.0Intersection Capacity Utilization 89.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 9.5 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 14.0 41.1 27.1 27.1 33.9 33.9 33.9 33.9 33.9Total Split (%) 18.7% 54.8% 36.1% 36.1% 45.2% 45.2% 45.2% 45.2% 45.2%Maximum Green (s) 9.5 35.0 21.0 21.0 27.8 27.8 27.8 27.8 27.8Yellow Time (s) 3.5 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -0.5 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 37.3 37.3 23.2 23.2 25.1 25.1 25.1 23.0Actuated g/C Ratio 0.53 0.53 0.33 0.33 0.36 0.36 0.36 0.33v/c Ratio 0.75 0.53 0.05 0.92 0.84 0.59 0.44 0.43Control Delay 29.4 12.7 19.3 38.6 37.4 28.0 19.4 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.4 12.7 19.3 38.6 37.4 28.0 19.4 4.5LOS C B B D D C B AApproach Delay 16.3 38.4 37.4 15.4Approach LOS B D D B

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 70.5Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.92Intersection Signal Delay: 25.4 Intersection LOS: CIntersection Capacity Utilization 91.3% ICU Level of Service FAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBT SBL SBT SBRLane Group Flow (vph) 246 895 10 976 398 160 272 288v/c Ratio 0.75 0.53 0.05 0.92 0.84 0.59 0.44 0.43Control Delay 29.4 12.7 19.3 38.6 37.4 28.0 19.4 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.4 12.7 19.3 38.6 37.4 28.0 19.4 4.5Queue Length 50th (m) 19.1 41.3 1.0 68.1 48.9 17.6 28.0 0.0Queue Length 95th (m) #57.2 62.0 4.5 #114.5 #93.8 37.1 47.4 14.8Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0Base Capacity (vph) 329 1685 182 1060 569 326 739 752Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.75 0.53 0.05 0.92 0.70 0.49 0.37 0.38




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 226 716 108 9 700 198 96 258 13 147 250 265Future Volume (vph) 226 716 108 9 700 198 96 258 13 147 250 265Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00Frt 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 0.95 1.00 1.00Satd. Flow (prot) 1598 3160 1657 3116 1708 1652 1733 1458Flt Permitted 0.16 1.00 0.32 1.00 0.77 0.44 1.00 1.00Satd. Flow (perm) 263 3160 555 3116 1330 766 1733 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 246 778 117 10 761 215 104 280 14 160 272 288RTOR Reduction (vph) 0 15 0 0 34 0 0 2 0 0 0 194Lane Group Flow (vph) 246 880 0 10 942 0 0 396 0 160 272 94Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 35.2 35.2 21.1 21.1 23.0 23.0 23.0 23.0Effective Green, g (s) 35.7 37.3 23.2 23.2 25.1 25.1 25.1 23.0Actuated g/C Ratio 0.51 0.53 0.33 0.33 0.36 0.36 0.36 0.33Clearance Time (s) 4.5 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 324 1674 182 1026 474 273 617 476v/s Ratio Prot c0.11 0.28 c0.30 0.16v/s Ratio Perm 0.28 0.02 c0.30 0.21 0.06v/c Ratio 0.76 0.53 0.05 0.92 0.84 0.59 0.44 0.20Uniform Delay, d1 13.5 10.8 16.1 22.7 20.8 18.4 17.3 17.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.8 0.3 0.1 12.6 12.1 3.2 0.5 0.2Delay (s) 23.3 11.1 16.2 35.3 32.8 21.6 17.8 17.3Level of Service C B B D C C B BApproach Delay (s) 13.7 35.1 32.8 18.4Approach LOS B D C B

Intersection SummaryHCM 2000 Control Delay 23.6 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 70.4 Sum of lost time (s) 12.0Intersection Capacity Utilization 91.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.3 9.5 24.3 9.5 24.3 9.5 24.3Total Split (s) 11.1 27.8 12.0 28.7 15.6 29.4 10.8 24.6Total Split (%) 13.9% 34.8% 15.0% 35.9% 19.5% 36.8% 13.5% 30.8%Maximum Green (s) 8.1 21.5 9.0 22.4 12.6 23.1 7.8 18.3Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.2 0.0 2.2 0.0 2.2 0.0 2.2Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 29.0 22.5 30.6 23.3 27.3 17.0 19.0 12.5Actuated g/C Ratio 0.42 0.32 0.44 0.34 0.39 0.24 0.27 0.18v/c Ratio 0.42 0.78 0.58 0.58 0.72 0.44 0.40 0.59Control Delay 15.4 27.6 19.9 20.3 27.8 15.0 18.7 15.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 27.6 19.9 20.3 27.8 15.0 18.7 15.1LOS B C B C C B B BApproach Delay 25.9 20.2 20.4 15.9Approach LOS C C C B





























































Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 34 68 1 494 122 322 1 289 379 421 288 53Future Volume (vph) 34 68 1 494 122 322 1 289 379 421 288 53Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 0.0 115.0 0.0 0.0 100.0 50.0 0.0Storage Lanes 0 0 1 0 0 1 1 0Taper Length (m) 7.5 100.0 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.999 0.891 0.850 0.977Flt Protected 0.984 0.950 0.950Satd. Flow (prot) 0 1594 0 1599 1447 0 0 1651 1390 1471 1674 0Flt Permitted 0.748 0.580 0.999 0.283Satd. Flow (perm) 0 1212 0 976 1447 0 0 1650 1390 438 1674 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 151 412 12Link Speed (k/h) 50 50 50 50Link Distance (m) 272.1 331.0 226.0 929.4Travel Time (s) 19.6 23.8 16.3 66.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Adj. Flow (vph) 37 74 1 537 133 350 1 314 412 458 313 58Shared Lane Traffic (%)Lane Group Flow (vph) 0 112 0 537 483 0 0 315 412 458 371 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 1 2Detector Template Left Thru Left Thru Left Thru Right Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Turn Type Perm NA pm+pt NA Perm NA Perm pm+pt NAProtected Phases 4 3 8 2 1 6



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 3 8 2 2 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 10.0 5.0 10.0Minimum Split (s) 26.3 26.3 9.5 26.3 31.3 31.3 31.3 9.5 31.3Total Split (s) 26.3 26.3 25.0 51.3 32.7 32.7 32.7 26.0 58.7Total Split (%) 23.9% 23.9% 22.7% 46.6% 29.7% 29.7% 29.7% 23.6% 53.4%Maximum Green (s) 20.0 20.0 20.5 45.0 26.4 26.4 26.4 21.5 52.4Yellow Time (s) 4.1 4.1 3.5 4.1 4.1 4.1 4.1 3.5 4.1All-Red Time (s) 2.2 2.2 1.0 2.2 2.2 2.2 2.2 1.0 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 2.2 4.0 4.0 4.0 2.2 4.0Lead/Lag Lag Lag Lead Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 6.0 6.0 3.0 6.0 6.0 6.0 6.0 3.0 6.0Recall Mode Min Min None Min Min Min Min None MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0Act Effct Green (s) 18.9 45.7 43.9 27.2 27.2 55.1 53.3Actuated g/C Ratio 0.18 0.43 0.42 0.26 0.26 0.52 0.51v/c Ratio 0.52 0.96 0.70 0.74 0.62 0.99 0.43Control Delay 48.5 57.7 23.2 47.9 7.8 61.2 18.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.5 57.7 23.2 47.9 7.8 61.2 18.3LOS D E C D A E BApproach Delay 48.5 41.4 25.2 42.0Approach LOS D D C D

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 105.3Natural Cycle: 100Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.99Intersection Signal Delay: 37.5 Intersection LOS: DIntersection Capacity Utilization 88.5% ICU Level of Service EAnalysis Period (min) 15




Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 112 537 483 315 412 458 371v/c Ratio 0.52 0.96 0.70 0.74 0.62 0.99 0.43Control Delay 48.5 57.7 23.2 47.9 7.8 61.2 18.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.5 57.7 23.2 47.9 7.8 61.2 18.3Queue Length 50th (m) 22.4 98.6 59.7 63.2 0.0 68.9 48.0Queue Length 95th (m) 41.2 #187.4 100.2 #99.7 27.0 #143.3 75.4Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m) 115.0 100.0 50.0Base Capacity (vph) 257 559 735 451 679 463 878Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.44 0.96 0.66 0.70 0.61 0.99 0.42




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 34 68 1 494 122 322 1 289 379 421 288 53Future Volume (vph) 34 68 1 494 122 322 1 289 379 421 288 53Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 2.2 4.0 4.0 4.0 2.2 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.89 1.00 0.85 1.00 0.98Flt Protected 0.98 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1593 1599 1448 1651 1390 1471 1673Flt Permitted 0.75 0.58 1.00 1.00 1.00 0.28 1.00Satd. Flow (perm) 1212 976 1448 1650 1390 439 1673Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 37 74 1 537 133 350 1 314 412 458 313 58RTOR Reduction (vph) 0 0 0 0 88 0 0 0 306 0 6 0Lane Group Flow (vph) 0 112 0 537 395 0 0 315 106 458 365 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA pm+pt NA Perm NA Perm pm+pt NAProtected Phases 4 3 8 2 1 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 16.6 41.7 41.7 24.9 24.9 51.0 51.0Effective Green, g (s) 18.9 44.0 44.0 27.2 27.2 53.3 53.3Actuated g/C Ratio 0.18 0.42 0.42 0.26 0.26 0.51 0.51Clearance Time (s) 6.3 4.5 6.3 6.3 6.3 4.5 6.3Vehicle Extension (s) 6.0 3.0 6.0 6.0 6.0 3.0 6.0Lane Grp Cap (vph) 217 543 605 426 359 456 846v/s Ratio Prot c0.22 c0.27 c0.23 0.22v/s Ratio Perm 0.09 0.20 c0.19 0.08 0.28v/c Ratio 0.52 0.99 0.65 0.74 0.30 1.00 0.43Uniform Delay, d1 39.1 29.2 24.5 35.8 31.4 21.5 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.4 35.4 4.0 9.0 1.3 43.2 1.0Delay (s) 44.5 64.6 28.6 44.8 32.7 64.8 17.4Level of Service D E C D C E BApproach Delay (s) 44.5 47.5 37.9 43.6Approach LOS D D D D













































Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 127 84 508 566 89Volume Left 50 84 0 0 0Volume Right 77 0 0 0 89cSH 287 927 1700 1700 1700Volume to Capacity 0.44 0.09 0.30 0.33 0.05Queue Length 95th (m) 17.2 2.4 0.0 0.0 0.0Control Delay (s) 27.1 9.3 0.0 0.0 0.0Lane LOS D AApproach Delay (s) 27.1 1.3 0.0Approach LOS D







Lane Group WBL WBR NBT NBR SBL SBTPermitted Phases 8 2 6Detector Phase 8 8 2 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.3 24.3 24.3 24.3 9.5 24.3Total Split (s) 27.0 27.0 26.0 26.0 12.0 38.0Total Split (%) 41.5% 41.5% 40.0% 40.0% 18.5% 58.5%Maximum Green (s) 20.7 20.7 19.7 19.7 9.0 31.7Yellow Time (s) 4.1 4.1 4.1 4.1 3.0 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 0.0 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 22.0 22.0 16.5 16.5 28.5 28.5Actuated g/C Ratio 0.38 0.38 0.28 0.28 0.49 0.49v/c Ratio 0.82 0.43 0.54 0.62 0.74 0.39Control Delay 31.5 4.1 22.4 6.3 22.8 11.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.5 4.1 22.4 6.3 22.8 11.2LOS C A C A C BApproach Delay 20.7 12.3 17.2Approach LOS C B B





Lane Group WBL WBR NBT NBR SBL SBTLane Group Flow (vph) 514 333 259 442 329 315v/c Ratio 0.82 0.43 0.54 0.62 0.74 0.39Control Delay 31.5 4.1 22.4 6.3 22.8 11.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 31.5 4.1 22.4 6.3 22.8 11.2Queue Length 50th (m) 51.7 0.0 25.1 0.0 22.8 21.5Queue Length 95th (m) #113.7 15.1 44.3 17.8 #46.7 37.3Internal Link Dist (m) 67.0 190.2 152.4Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 659 791 651 806 444 987Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.78 0.42 0.40 0.55 0.74 0.32




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 473 306 238 407 303 290Future Volume (vph) 473 306 238 407 303 290Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 1488 1716 1403 1662 1683Flt Permitted 0.95 1.00 1.00 1.00 0.35 1.00Satd. Flow (perm) 1662 1488 1716 1403 618 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 514 333 259 442 329 315RTOR Reduction (vph) 0 208 0 317 0 0Lane Group Flow (vph) 514 125 259 125 329 315Heavy Vehicles (%) 0% 0% 2% 6% 0% 4%Turn Type Prot Perm NA Perm pm+pt NAProtected Phases 8 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 19.7 19.7 14.2 14.2 26.2 26.2Effective Green, g (s) 22.0 22.0 16.5 16.5 25.2 28.5Actuated g/C Ratio 0.38 0.38 0.28 0.28 0.43 0.49Clearance Time (s) 6.3 6.3 6.3 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 625 559 484 395 408 819v/s Ratio Prot c0.31 0.15 c0.11 0.19v/s Ratio Perm 0.08 0.09 c0.24v/c Ratio 0.82 0.22 0.54 0.32 0.81 0.38Uniform Delay, d1 16.5 12.4 17.8 16.6 12.6 9.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.6 0.2 1.1 0.5 11.1 0.3Delay (s) 25.1 12.6 18.9 17.0 23.7 9.8Level of Service C B B B C AApproach Delay (s) 20.2 17.7 16.9Approach LOS C B B


















Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 301 301 338 338 706Volume Left 0 0 0 0 230Volume Right 0 0 0 0 476cSH 1700 1700 1700 1700 782Volume to Capacity 0.18 0.18 0.20 0.20 0.90Queue Length 95th (m) 0.0 0.0 0.0 0.0 97.6Control Delay (s) 0.0 0.0 0.0 0.0 38.6Lane LOS EApproach Delay (s) 0.0 0.0 38.6Approach LOS E









Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 330 265 422 288 445Volume Left (vph) 330 0 0 288 0Volume Right (vph) 0 0 235 0 445Hadj (s) 0.50 0.22 -0.31 0.55 -0.60Departure Headway (s) 8.0 7.7 6.9 8.0 6.8Degree Utilization, x 0.73 0.57 0.81 0.64 0.84Capacity (veh/h) 438 451 511 439 522Control Delay (s) 28.8 19.2 32.8 22.7 34.8Approach Delay (s) 24.5 32.8 30.0Approach LOS C D D

Intersection SummaryDelay 28.8Level of Service DIntersection Capacity Utilization 68.4% ICU Level of Service CAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan213: Oakwood Dr & TW Access Rd Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan213: Oakwood Dr & TW Access Rd Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 229 271 271 434 217 0 196Volume Left 229 0 0 0 0 0 0Volume Right 0 0 0 0 0 0 196cSH 931 1700 1700 1700 1700 1700 670Volume to Capacity 0.25 0.16 0.16 0.26 0.13 0.00 0.29Queue Length 95th (m) 7.7 0.0 0.0 0.0 0.0 0.0 9.7Control Delay (s) 10.1 0.0 0.0 0.0 0.0 0.0 12.6Lane LOS B A BApproach Delay (s) 3.0 0.0 12.6Approach LOS B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 29.1 29.1 29.1 40.2 40.2 37.8 29.2 29.2 29.2 29.2 29.2Actuated g/C Ratio 0.37 0.37 0.37 0.52 0.52 0.49 0.38 0.38 0.38 0.38 0.38v/c Ratio 0.47 0.75 0.21 0.48 0.43 0.40 0.39 0.23 0.36 0.81 0.24Control Delay 28.0 26.1 9.5 17.3 13.0 2.9 23.1 19.0 4.4 40.0 14.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 28.0 26.1 9.5 17.3 13.0 2.9 23.1 19.0 4.4 40.0 14.3LOS C C A B B A C B A D BApproach Delay 24.5 10.5 13.5 28.3Approach LOS C B B C

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 77.7Natural Cycle: 90Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.81Intersection Signal Delay: 18.8 Intersection LOS: BIntersection Capacity Utilization 75.4% ICU Level of Service DAnalysis Period (min) 15








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 100 840 118 109 655 316 131 137 224 315 195 68Future Volume (vph) 100 840 118 109 655 316 131 137 224 315 195 68Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1550 3260 1465 1646 3228 1421 1628 1750 1381 1641 3025Flt Permitted 0.38 1.00 1.00 0.13 1.00 1.00 0.57 1.00 1.00 0.65 1.00Satd. Flow (perm) 622 3260 1465 232 3228 1421 975 1750 1381 1130 3025Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 109 913 128 118 712 343 142 149 243 342 212 74RTOR Reduction (vph) 0 0 47 0 0 175 0 0 152 0 39 0Lane Group Flow (vph) 109 913 81 118 712 168 142 149 91 342 247 0Confl. Peds. (#/hr) 5 5 5 5 2 5 5 2Heavy Vehicles (%) 7% 2% 0% 1% 3% 2% 2% 0% 6% 1% 4% 9%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 26.9 26.9 26.9 37.9 37.9 37.9 26.8 26.8 26.8 26.8 26.8Effective Green, g (s) 29.2 29.2 29.2 36.9 40.2 37.9 29.1 29.1 29.1 29.1 29.1Actuated g/C Ratio 0.38 0.38 0.38 0.48 0.52 0.49 0.38 0.38 0.38 0.38 0.38Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 234 1231 553 238 1678 696 367 658 519 425 1138v/s Ratio Prot c0.28 0.04 c0.22 0.09 0.08v/s Ratio Perm 0.18 0.06 0.19 0.12 0.15 0.07 c0.30v/c Ratio 0.47 0.74 0.15 0.50 0.42 0.24 0.39 0.23 0.18 0.80 0.22Uniform Delay, d1 18.2 20.8 15.8 13.9 11.4 11.4 17.6 16.4 16.1 21.6 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 2.3 0.1 1.2 0.1 0.1 0.5 0.1 0.1 10.3 0.1Delay (s) 19.2 23.1 15.9 15.1 11.6 11.5 18.1 16.6 16.2 31.9 16.4Level of Service B C B B B B B B B C BApproach Delay (s) 21.9 11.9 16.8 24.8Approach LOS C B B C




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1346 33 150 826 0 0 0 0 448 142 254Future Volume (vph) 0 1346 33 150 826 0 0 0 0 448 142 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 0 1 1 0 0 0 1 1Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 0.95 1.00Ped Bike Factor 0.98 1.00Frt 0.850 0.850Flt Protected 0.950 0.950 0.974Satd. Flow (prot) 0 4730 1488 1662 4638 0 0 0 0 1564 1559 1488Flt Permitted 0.130 0.950 0.974Satd. Flow (perm) 0 4730 1465 227 4638 0 0 0 0 1564 1559 1488Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 81 109Link Speed (k/h) 50 50 50 50Link Distance (m) 134.1 17.0 64.2 88.8Travel Time (s) 9.7 1.2 4.6 6.4Confl. Peds. (#/hr) 7 4 4 7Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Adj. Flow (vph) 0 1463 36 163 898 0 0 0 0 487 154 276Shared Lane Traffic (%) 35%Lane Group Flow (vph) 0 1463 36 163 898 0 0 0 0 317 324 276Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 2 1 1 2 1 2 1Detector Template Thru Right Left Thru Left Thru RightLeading Detector (m) 10.0 2.0 2.0 10.0 2.0 10.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 0.6 2.0 2.0 0.6 2.0 0.6 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 29.9 27.6 41.9 41.9 23.4 23.4 23.4Actuated g/C Ratio 0.41 0.38 0.57 0.57 0.32 0.32 0.32v/c Ratio 0.76 0.06 0.58 0.34 0.64 0.65 0.50Control Delay 22.7 0.7 19.0 9.6 28.0 28.6 15.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.7 0.7 19.0 9.6 28.0 28.6 15.4LOS C A B A C C BApproach Delay 22.2 11.1 24.4Approach LOS C B C





Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1463 36 163 898 317 324 276v/c Ratio 0.76 0.06 0.58 0.34 0.64 0.65 0.50Control Delay 22.7 0.7 19.0 9.6 28.0 28.6 15.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 22.7 0.7 19.0 9.6 28.0 28.6 15.4Queue Length 50th (m) 65.3 0.0 10.4 23.4 43.1 44.4 19.4Queue Length 95th (m) 100.1 1.0 #30.2 40.2 70.4 72.3 41.1Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 2123 657 298 2887 706 703 732Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.69 0.05 0.55 0.31 0.45 0.46 0.38




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1346 33 150 826 0 0 0 0 448 142 254Future Volume (vph) 0 1346 33 150 826 0 0 0 0 448 142 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4730 1465 1662 4638 1564 1560 1488Flt Permitted 1.00 1.00 0.13 1.00 0.95 0.97 1.00Satd. Flow (perm) 4730 1465 228 4638 1564 1560 1488Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1463 36 163 898 0 0 0 0 487 154 276RTOR Reduction (vph) 0 0 22 0 0 0 0 0 0 0 0 74Lane Group Flow (vph) 0 1463 14 163 898 0 0 0 0 317 324 202Confl. Peds. (#/hr) 7 4 4 7Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 0% 0% 0% 1% 7% 0%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 27.7 27.7 39.6 39.6 21.1 21.1 21.1Effective Green, g (s) 30.0 27.7 38.6 41.9 23.4 23.4 23.4Actuated g/C Ratio 0.41 0.38 0.53 0.57 0.32 0.32 0.32Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1935 553 274 2651 499 498 475v/s Ratio Prot c0.31 c0.06 0.19v/s Ratio Perm 0.01 0.25 0.20 0.21 0.14v/c Ratio 0.76 0.02 0.59 0.34 0.64 0.65 0.42Uniform Delay, d1 18.5 14.3 12.3 8.3 21.3 21.4 19.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 0.0 3.4 0.1 2.6 3.0 0.6Delay (s) 20.3 14.3 15.8 8.4 24.0 24.5 20.3Level of Service C B B A C C CApproach Delay (s) 20.1 9.5 0.0 23.0Approach LOS C A A C







Lane Group EBT EBR WBL WBT NBL NBRMinimum Initial (s) 10.0 10.0 10.0 10.0Minimum Split (s) 33.3 33.3 24.0 24.0Total Split (s) 35.0 35.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7%Maximum Green (s) 28.7 28.7 18.7 18.7Yellow Time (s) 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall Mode Min Min Min MinWalk Time (s) 10.0 10.0Flash Dont Walk (s) 17.0 17.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 23.5 23.5 16.1 16.1Actuated g/C Ratio 0.49 0.49 0.34 0.34v/c Ratio 0.58 0.46 0.08 0.54Control Delay 10.0 8.9 12.3 16.9Queue Delay 0.0 0.0 0.0 0.0Total Delay 10.0 8.9 12.3 16.9LOS B A B BApproach Delay 10.0 8.9 15.8Approach LOS B A B









Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 1229 0 0 972 78 254Future Volume (vph) 1229 0 0 972 78 254Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 0.97 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4684 4684 3101 1458Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 4684 4684 3101 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1336 0 0 1057 85 276RTOR Reduction (vph) 0 0 0 0 0 22Lane Group Flow (vph) 1336 0 0 1057 85 254Heavy Vehicles (%) 2% 0% 0% 2% 4% 2%Turn Type NA NA Prot PermProtected Phases 4 8 2Permitted Phases 2Actuated Green, G (s) 21.2 21.2 13.7 13.7Effective Green, g (s) 23.5 23.5 16.0 16.0Actuated g/C Ratio 0.49 0.49 0.34 0.34Clearance Time (s) 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2317 2317 1044 491v/s Ratio Prot c0.29 0.23 0.03v/s Ratio Perm c0.17v/c Ratio 0.58 0.46 0.08 0.52Uniform Delay, d1 8.5 7.8 10.7 12.7Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.1 0.0 0.9Delay (s) 8.8 8.0 10.8 13.6Level of Service A A B BApproach Delay (s) 8.8 8.0 12.9Approach LOS A A B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.4 53.4 19.0 51.6 51.6 32.6 32.6Total Split (%) 34.3% 34.3% 34.3% 16.6% 50.9% 18.1% 49.1% 49.1% 31.0% 31.0%Maximum Green (s) 28.0 28.0 28.0 12.9 45.4 14.5 43.6 43.6 24.6 24.6Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min None Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.0 32.0 32.0 13.4 49.4 15.0 31.1 31.1 12.1 12.1Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14v/c Ratio 0.22 0.94 0.62 0.78 0.62 0.79 0.03 0.51 0.12 0.15Control Delay 24.2 43.0 6.7 49.1 15.1 47.1 19.1 5.9 35.4 16.2Queue Delay 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 24.2 45.6 6.7 49.1 15.1 47.1 19.1 5.9 35.4 16.2LOS C D A D B D B A D BApproach Delay 33.1 23.6 27.5 23.5Approach LOS C C C C









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 1024 471 344 995 41 386 18 344 19 4 28Future Volume (vph) 32 1024 471 344 995 41 386 18 344 19 4 28Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1662 3292 1450 3162 3243 3162 1750 1450 1657 1447Flt Permitted 0.25 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 442 3292 1450 3162 3243 3162 1750 1450 1298 1447Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 35 1113 512 374 1082 45 420 20 374 21 4 30RTOR Reduction (vph) 0 0 303 0 2 0 0 0 226 0 26 0Lane Group Flow (vph) 35 1113 209 374 1125 0 420 20 148 21 8 0Confl. Peds. (#/hr) 4 4 3 3 3 3Heavy Vehicles (%) 0% 1% 1% 2% 2% 0% 2% 0% 1% 0% 0% 4%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 28.0 28.0 28.0 12.9 45.4 14.5 27.1 27.1 8.1 8.1Effective Green, g (s) 32.0 32.0 32.0 13.4 49.4 15.0 31.1 31.1 12.1 12.1Actuated g/C Ratio 0.36 0.36 0.36 0.15 0.56 0.17 0.35 0.35 0.14 0.14Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 159 1190 524 478 1810 535 614 509 177 197v/s Ratio Prot c0.34 c0.12 0.35 c0.13 0.01 0.01v/s Ratio Perm 0.08 0.14 c0.10 0.02v/c Ratio 0.22 0.94 0.40 0.78 0.62 0.79 0.03 0.29 0.12 0.04Uniform Delay, d1 19.6 27.3 21.1 36.1 13.2 35.2 18.8 20.7 33.5 33.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 13.3 0.4 7.9 0.6 7.4 0.0 0.2 0.2 0.1Delay (s) 20.1 40.6 21.4 44.0 13.8 42.6 18.8 21.0 33.7 33.2Level of Service C D C D B D B C C CApproach Delay (s) 34.2 21.3 32.1 33.4Approach LOS C C C C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 22.6 45.5 13.3 36.2 11.8 40.2 11.0 39.4 39.4Total Split (%) 20.5% 41.4% 12.1% 32.9% 10.7% 36.5% 10.0% 35.8% 35.8%Maximum Green (s) 18.6 39.1 10.3 29.8 8.8 33.5 8.0 32.7 32.7Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) 0.0 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 17.2 42.4 39.6 32.4 37.8 29.9 36.1 29.1 29.1Actuated g/C Ratio 0.17 0.41 0.39 0.32 0.37 0.29 0.35 0.28 0.28v/c Ratio 0.84 0.84 0.55 0.92 1.10 0.81 0.89 0.58 0.59Control Delay 57.3 34.3 27.8 49.3 111.0 46.6 66.4 36.8 8.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 57.3 34.3 27.8 49.3 111.0 46.6 66.4 36.8 8.5LOS E C C D F D E D AApproach Delay 40.8 47.2 75.6 30.3Approach LOS D D E C





Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 434 1102 103 938 328 400 183 284 387v/c Ratio 0.84 0.84 0.55 0.92 1.10 0.81 0.89 0.58 0.59Control Delay 57.3 34.3 27.8 49.3 111.0 46.6 66.4 36.8 8.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 57.3 34.3 27.8 49.3 111.0 46.6 66.4 36.8 8.5Queue Length 50th (m) 46.7 106.8 10.9 101.9 ~59.6 76.7 26.1 51.8 5.5Queue Length 95th (m) #74.0 #163.3 23.2 #154.7 #119.7 113.9 #60.9 79.3 31.4Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 565 1319 222 1021 298 598 205 595 729Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.77 0.84 0.46 0.92 1.10 0.67 0.89 0.48 0.53




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 399 773 241 95 721 142 302 295 73 168 261 356Future Volume (vph) 399 773 241 95 721 142 302 295 73 168 261 356Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.96 1.00 0.98 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3101 3122 1629 3190 1627 1667 1627 1716 1441Flt Permitted 0.95 1.00 0.14 1.00 0.35 1.00 0.20 1.00 1.00Satd. Flow (perm) 3101 3122 237 3190 598 1667 335 1716 1441Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 434 840 262 103 784 154 328 321 79 183 284 387RTOR Reduction (vph) 0 25 0 0 14 0 0 9 0 0 0 252Lane Group Flow (vph) 434 1077 0 103 924 0 328 391 0 183 284 135Confl. Peds. (#/hr) 9 9 10 23 23 10Heavy Vehicles (%) 4% 2% 1% 2% 2% 0% 2% 1% 2% 2% 2% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 17.2 40.0 38.2 30.0 36.1 27.2 34.5 26.4 26.4Effective Green, g (s) 17.2 42.4 36.2 32.4 34.1 29.9 32.5 29.1 29.1Actuated g/C Ratio 0.17 0.41 0.35 0.32 0.33 0.29 0.32 0.28 0.28Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 519 1290 181 1007 277 485 195 486 408v/s Ratio Prot c0.14 0.34 0.04 c0.29 c0.09 0.23 0.06 0.17v/s Ratio Perm 0.16 c0.30 0.23 0.09v/c Ratio 0.84 0.83 0.57 0.92 1.18 0.81 0.94 0.58 0.33Uniform Delay, d1 41.3 27.0 24.3 33.8 33.4 33.7 31.4 31.6 29.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.0 4.7 3.3 12.5 113.4 9.1 46.6 1.3 0.2Delay (s) 52.3 31.6 27.6 46.3 146.7 42.8 78.0 32.8 29.3Level of Service D C C D F D E C CApproach Delay (s) 37.5 44.5 89.6 40.9Approach LOS D D F D







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 17.0 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 17.0 45.0 28.0 28.0 35.0 35.0 35.0 35.0 35.0Total Split (%) 21.3% 56.3% 35.0% 35.0% 43.8% 43.8% 43.8% 43.8% 43.8%Maximum Green (s) 14.0 38.9 21.9 21.9 28.9 28.9 28.9 28.9 28.9Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 -2.1 0.0 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 39.8 38.7 20.1 22.3 21.9 21.9 21.9 19.8Actuated g/C Ratio 0.58 0.56 0.29 0.32 0.32 0.32 0.32 0.29v/c Ratio 0.69 0.45 0.04 0.80 0.69 0.71 0.47 0.48Control Delay 21.9 10.6 21.5 29.1 29.2 36.4 21.9 5.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.9 10.6 21.5 29.1 29.2 36.4 21.9 5.3LOS C B C C C D C AApproach Delay 13.6 29.0 29.2 19.0Approach LOS B C C B

Intersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 68.9Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.80Intersection Signal Delay: 20.8 Intersection LOS: CIntersection Capacity Utilization 86.4% ICU Level of Service EAnalysis Period (min) 15




Lane Group EBL EBT WBL WBT NBT SBL SBT SBRLane Group Flow (vph) 295 807 7 833 304 189 263 298v/c Ratio 0.69 0.45 0.04 0.80 0.69 0.71 0.47 0.48Control Delay 21.9 10.6 21.5 29.1 29.2 36.4 21.9 5.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.9 10.6 21.5 29.1 29.2 36.4 21.9 5.3Queue Length 50th (m) 19.3 30.7 0.7 52.8 36.7 23.3 29.6 0.0Queue Length 95th (m) #64.1 55.6 3.9 #96.2 62.4 46.2 49.3 15.7Internal Link Dist (m) 1022.3 574.4 805.6 271.9Turn Bay Length (m) 50.0 50.0 25.0Base Capacity (vph) 449 1947 197 1145 640 389 809 786Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.66 0.41 0.04 0.73 0.47 0.49 0.33 0.38




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 271 670 73 6 616 150 68 197 15 174 242 274Future Volume (vph) 271 670 73 6 616 150 68 197 15 174 242 274Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 3.0 4.0 6.1 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.97 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 0.95 1.00 1.00Satd. Flow (prot) 1630 3172 1657 3129 1682 1643 1750 1433Flt Permitted 0.17 1.00 0.35 1.00 0.81 0.49 1.00 1.00Satd. Flow (perm) 296 3172 605 3129 1381 842 1750 1433Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 295 728 79 7 670 163 74 214 16 189 263 298RTOR Reduction (vph) 0 9 0 0 26 0 0 3 0 0 0 212Lane Group Flow (vph) 295 798 0 7 807 0 0 301 0 189 263 86Confl. Peds. (#/hr) 5 6 6 5 7 5 5 7Heavy Vehicles (%) 2% 3% 3% 0% 3% 2% 2% 2% 0% 1% 0% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 36.6 36.6 20.2 20.2 19.8 19.8 19.8 19.8Effective Green, g (s) 36.6 38.7 20.2 22.3 21.9 21.9 21.9 19.8Actuated g/C Ratio 0.53 0.56 0.29 0.33 0.32 0.32 0.32 0.29Clearance Time (s) 3.0 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 418 1789 178 1017 440 268 558 413v/s Ratio Prot c0.14 0.25 c0.26 0.15v/s Ratio Perm 0.24 0.01 0.22 c0.22 0.06v/c Ratio 0.71 0.45 0.04 0.79 0.68 0.71 0.47 0.21Uniform Delay, d1 11.5 8.7 17.3 21.1 20.3 20.5 18.7 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.4 0.2 0.1 4.3 4.4 8.2 0.6 0.3Delay (s) 16.8 8.9 17.4 25.4 24.7 28.7 19.3 18.7Level of Service B A B C C C B BApproach Delay (s) 11.0 25.3 24.7 21.4Approach LOS B C C C

Intersection SummaryHCM 2000 Control Delay 19.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 68.6 Sum of lost time (s) 11.0Intersection Capacity Utilization 86.4% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






































































Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 44.0 44.0 44.0 44.0 36.0 36.0 36.0 36.0 36.0Total Split (%) 55.0% 55.0% 55.0% 55.0% 45.0% 45.0% 45.0% 45.0% 45.0%Maximum Green (s) 37.7 37.7 37.7 37.7 29.7 29.7 29.7 29.7 29.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 -2.3 -2.3 0.0 0.0 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 30.1 27.8 30.1 32.4 30.1 30.1 32.4Actuated g/C Ratio 0.43 0.39 0.43 0.46 0.43 0.43 0.46v/c Ratio 0.14 0.67 0.52 0.25 0.33 0.82 0.42Control Delay 11.9 24.8 4.8 14.9 3.8 38.6 16.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.9 24.8 4.8 14.9 3.8 38.6 16.4LOS B C A B A D BApproach Delay 11.9 13.1 8.6 28.1Approach LOS B B A C





Lane Group EBT WBL WBT NBT NBR SBL SBTLane Group Flow (vph) 83 318 449 200 257 373 334v/c Ratio 0.14 0.67 0.52 0.25 0.33 0.82 0.42Control Delay 11.9 24.8 4.8 14.9 3.8 38.6 16.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.9 24.8 4.8 14.9 3.8 38.6 16.4Queue Length 50th (m) 6.5 34.9 5.1 16.5 0.0 44.7 29.3Queue Length 95th (m) 14.1 60.9 20.9 36.7 14.5 #111.2 61.1Internal Link Dist (m) 248.1 307.0 202.0 905.4Turn Bay Length (m) 50.0 100.0 50.0Base Capacity (vph) 780 652 1031 790 775 454 796Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.49 0.44 0.25 0.33 0.82 0.42




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 42 2 293 60 353 4 180 236 343 276 31Future Volume (vph) 32 42 2 293 60 353 4 180 236 343 276 31Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 6.3 6.3 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.87 1.00 0.85 1.00 0.98Flt Protected 0.98 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1708 1630 1513 1731 1473 1646 1723Flt Permitted 0.78 0.70 1.00 0.99 1.00 0.62 1.00Satd. Flow (perm) 1358 1206 1513 1722 1473 1068 1723Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 35 46 2 318 65 384 4 196 257 373 300 34RTOR Reduction (vph) 0 1 0 0 220 0 0 0 147 0 5 0Lane Group Flow (vph) 0 82 0 318 229 0 0 200 110 373 329 0Heavy Vehicles (%) 0% 0% 0% 2% 0% 1% 0% 1% 1% 1% 0% 0%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 27.8 27.8 27.8 30.1 30.1 30.1 30.1Effective Green, g (s) 30.1 27.8 30.1 32.4 30.1 30.1 32.4Actuated g/C Ratio 0.43 0.39 0.43 0.46 0.43 0.43 0.46Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 579 475 645 791 628 455 791v/s Ratio Prot 0.15 0.19v/s Ratio Perm 0.06 c0.26 0.12 0.07 c0.35v/c Ratio 0.14 0.67 0.35 0.25 0.17 0.82 0.42Uniform Delay, d1 12.3 17.6 13.6 11.6 12.5 17.8 12.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 5.6 0.9 0.5 0.4 12.9 1.0Delay (s) 12.6 23.1 14.6 12.1 12.9 30.7 13.7Level of Service B C B B B C BApproach Delay (s) 12.6 18.1 12.6 22.7Approach LOS B B B C































Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 179 23 321 12 32 12 361 161 6 2 140 211Future Volume (vph) 179 23 321 12 32 12 361 161 6 2 140 211Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.917 0.971 0.998 0.919Flt Protected 0.983 0.989 0.967Satd. Flow (prot) 0 1486 0 0 1681 0 0 1567 0 0 1583 0Flt Permitted 0.983 0.989 0.967Satd. Flow (perm) 0 1486 0 0 1681 0 0 1567 0 0 1583 0Link Speed (k/h) 50 50 50 50Link Distance (m) 117.4 108.9 978.6 29.6Travel Time (s) 8.5 7.8 70.5 2.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 10% 0% 0% 0% 10% 3% 0% 0% 4% 0%Adj. Flow (vph) 195 25 349 13 35 13 392 175 7 2 152 229Shared Lane Traffic (%)Lane Group Flow (vph) 0 569 0 0 61 0 0 574 0 0 383 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 0.0 0.0 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Free Free

Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 103.6% ICU Level of Service GAnalysis Period (min) 15





Intersection SummaryAverage Delay 3593.7Intersection Capacity Utilization 103.6% ICU Level of Service GAnalysis Period (min) 15















Lane Group WBL WBR NBT NBR SBL SBTPermitted Phases 8 2 6Detector Phase 8 8 2 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 24.3 24.3 24.3 24.3 9.5 24.3Total Split (s) 24.3 24.3 25.7 25.7 10.0 35.7Total Split (%) 40.5% 40.5% 42.8% 42.8% 16.7% 59.5%Maximum Green (s) 18.0 18.0 19.4 19.4 7.0 29.4Yellow Time (s) 4.1 4.1 4.1 4.1 3.0 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 0.0 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 19.3 19.3 13.7 13.7 23.8 23.8Actuated g/C Ratio 0.38 0.38 0.27 0.27 0.46 0.46v/c Ratio 0.76 0.37 0.41 0.60 0.72 0.30Control Delay 25.5 3.9 18.4 6.0 20.9 9.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 3.9 18.4 6.0 20.9 9.8LOS C A B A C AApproach Delay 17.6 9.8 16.1Approach LOS B A B





Lane Group WBL WBR NBT NBR SBL SBTLane Group Flow (vph) 464 268 189 425 318 242v/c Ratio 0.76 0.37 0.41 0.60 0.72 0.30Control Delay 25.5 3.9 18.4 6.0 20.9 9.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 3.9 18.4 6.0 20.9 9.8Queue Length 50th (m) 36.1 0.0 15.3 0.0 19.8 14.0Queue Length 95th (m) #93.4 13.1 29.2 16.4 #39.2 25.8Internal Link Dist (m) 67.0 190.2 152.4Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 653 757 736 874 443 1075Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.71 0.35 0.26 0.49 0.72 0.23




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 427 247 174 391 293 223Future Volume (vph) 427 247 174 391 293 223Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 1488 1716 1473 1583 1716Flt Permitted 0.95 1.00 1.00 1.00 0.44 1.00Satd. Flow (perm) 1630 1488 1716 1473 740 1716Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 464 268 189 425 318 242RTOR Reduction (vph) 0 167 0 311 0 0Lane Group Flow (vph) 464 101 189 114 318 242Heavy Vehicles (%) 2% 0% 2% 1% 5% 2%Turn Type Prot Perm NA Perm pm+pt NAProtected Phases 8 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 17.0 17.0 11.4 11.4 21.5 21.5Effective Green, g (s) 19.3 19.3 13.7 13.7 20.5 23.8Actuated g/C Ratio 0.38 0.38 0.27 0.27 0.40 0.47Clearance Time (s) 6.3 6.3 6.3 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 615 562 460 394 397 799v/s Ratio Prot c0.28 0.11 c0.10 0.14v/s Ratio Perm 0.07 0.08 c0.23v/c Ratio 0.75 0.18 0.41 0.29 0.80 0.30Uniform Delay, d1 13.8 10.6 15.4 14.8 12.6 8.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.2 0.2 0.6 0.4 11.0 0.2Delay (s) 19.1 10.8 16.0 15.2 23.6 8.7Level of Service B B B B C AApproach Delay (s) 16.0 15.5 17.2Approach LOS B B B



























Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 318 330 487 257 257Volume Left (vph) 318 0 0 257 0Volume Right (vph) 0 0 255 0 257Hadj (s) 0.53 0.03 -0.28 0.53 -0.67Departure Headway (s) 7.6 7.1 6.5 8.0 6.8Degree Utilization, x 0.67 0.65 0.89 0.57 0.49Capacity (veh/h) 464 492 541 429 511Control Delay (s) 23.7 21.2 41.0 20.2 14.9Approach Delay (s) 22.4 41.0 17.5Approach LOS C E C

Intersection SummaryDelay 26.4Level of Service DIntersection Capacity Utilization 69.6% ICU Level of Service CAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway/Marinelane Parkway & Portage Road Rail Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan213: Oakwood Dr/Thundering Waters Access & Oakwood Drive Rail Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan213: Oakwood Dr/Thundering Waters Access & Oakwood Drive Rail Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 229 271 271 344 172 0 216Volume Left 229 0 0 0 0 0 0Volume Right 0 0 0 0 0 0 216cSH 1046 1700 1700 1700 1700 1700 741Volume to Capacity 0.22 0.16 0.16 0.20 0.10 0.00 0.29Queue Length 95th (m) 6.7 0.0 0.0 0.0 0.0 0.0 9.7Control Delay (s) 9.4 0.0 0.0 0.0 0.0 0.0 11.8Lane LOS A A BApproach Delay (s) 2.8 0.0 11.8Approach LOS B




Appendix J

Future Total Traffic Operations with Welland River Crossing Reports

Lanes, Volumes, Timings Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 36.3 36.3 12.5 48.5 36.5 36.5 36.5Total Split (%) 42.6% 42.6% 14.7% 56.9% 42.8% 42.8% 42.8%Maximum Green (s) 30.0 30.0 9.5 42.2 30.2 30.2 30.2Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 25.5 23.2 37.1 37.1 21.1 21.1 21.1Actuated g/C Ratio 0.38 0.35 0.56 0.56 0.32 0.32 0.32v/c Ratio 0.66 0.00 0.23 0.30 0.58 0.59 0.32Control Delay 19.6 0.0 10.2 8.9 24.8 25.3 6.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 19.6 0.0 10.2 8.9 24.8 25.3 6.3LOS B A B A C C AApproach Delay 19.6 9.0 20.5Approach LOS B A C



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1080 1 64 716 0 0 0 0 432 86 164Future Volume (vph) 0 1080 1 64 716 0 0 0 0 432 86 164Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.97 1.00Satd. Flow (prot) 4638 1468 1662 4594 1516 1521 1412Flt Permitted 1.00 1.00 0.15 1.00 0.95 0.97 1.00Satd. Flow (perm) 4638 1468 267 4594 1516 1521 1412Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1174 1 70 778 0 0 0 0 470 93 178RTOR Reduction (vph) 0 0 1 0 0 0 0 0 0 0 0 106Lane Group Flow (vph) 0 1174 0 70 778 0 0 0 0 277 286 72Confl. Peds. (#/hr) 2 2 3 1Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 4% 9% 4%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 23.2 23.2 34.7 34.7 18.7 18.7 18.7Effective Green, g (s) 25.5 23.2 33.7 37.0 21.0 21.0 21.0Actuated g/C Ratio 0.39 0.35 0.51 0.56 0.32 0.32 0.32Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1791 516 294 2575 482 483 449v/s Ratio Prot c0.25 0.03 c0.17v/s Ratio Perm 0.00 0.09 0.18 0.19 0.05v/c Ratio 0.66 0.00 0.24 0.30 0.57 0.59 0.16Uniform Delay, d1 16.6 13.9 9.7 7.7 18.8 18.9 16.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.0 0.4 0.1 1.7 1.9 0.2Delay (s) 17.5 13.9 10.1 7.7 20.4 20.9 16.3Level of Service B B B A C C BApproach Delay (s) 17.5 7.9 0.0 19.6Approach LOS B A A B


Lanes, Volumes, Timings Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 12.0 48.0 9.5 42.0 42.0 32.5 32.5Total Split (%) 40.0% 40.0% 40.0% 13.3% 53.3% 10.6% 46.7% 46.7% 36.1% 36.1%Maximum Green (s) 29.7 29.7 29.7 7.5 41.7 5.0 35.7 35.7 26.2 26.2Yellow Time (s) 4.1 4.1 4.1 3.5 4.1 3.5 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 1.0 2.2 1.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -0.5 -2.3 -0.5 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 30.9 30.9 30.9 7.6 42.6 5.5 19.8 19.8 10.3 10.3Actuated g/C Ratio 0.44 0.44 0.44 0.11 0.61 0.08 0.28 0.28 0.15 0.15v/c Ratio 0.33 0.77 0.35 0.43 0.49 0.45 0.01 0.21 0.09 0.11Control Delay 18.1 21.1 3.2 33.9 8.8 37.9 19.0 6.1 28.1 13.8Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 18.1 21.3 3.2 33.9 8.8 37.9 19.0 6.1 28.1 13.8LOS B C A C A D B A C BApproach Delay 17.6 12.1 22.7 19.2Approach LOS B B C B



Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 9.5 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 10.4 38.0 9.6 37.2 18.0 47.9 9.6 39.5 39.5Total Split (%) 9.9% 36.2% 9.1% 35.4% 17.1% 45.6% 9.1% 37.6% 37.6%Maximum Green (s) 6.4 31.6 6.6 30.8 15.0 41.2 6.6 32.8 32.8Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 1.0 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -4.0 -2.4 0.0 -2.4 1.0 -2.7 1.0 -2.7 0.0Total Lost Time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 10.6 30.6 36.5 29.3 33.8 24.5 21.5 16.3 13.5Actuated g/C Ratio 0.13 0.37 0.45 0.36 0.41 0.30 0.26 0.20 0.17v/c Ratio 0.40 0.82 0.34 0.63 0.79 0.54 0.20 0.54 0.44Control Delay 39.0 25.2 16.3 24.7 34.2 26.4 18.1 36.9 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 39.0 25.2 16.3 24.7 34.2 26.4 18.1 36.9 9.4LOS D C B C C C B D AApproach Delay 27.1 23.9 30.8 23.1Approach LOS C C C C



Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 154 965 73 686 330 265 61 184 165v/c Ratio 0.40 0.82 0.34 0.63 0.79 0.54 0.20 0.54 0.44Control Delay 39.0 25.2 16.3 24.7 34.2 26.4 18.1 36.9 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 39.0 25.2 16.3 24.7 34.2 26.4 18.1 36.9 9.4Queue Length 50th (m) 12.9 59.2 6.0 47.6 41.9 34.5 6.4 29.2 0.0Queue Length 95th (m) 24.0 95.2 14.7 73.3 #76.9 58.3 14.0 49.9 16.2Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0Base Capacity (vph) 382 1296 223 1254 428 876 316 750 675Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.40 0.74 0.33 0.55 0.77 0.30 0.19 0.25 0.24


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 142 475 413 67 567 64 304 165 79 56 169 152Future Volume (vph) 142 475 413 67 567 64 304 165 79 56 169 152Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 0.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 6.7Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.93 1.00 0.98 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 2959 2768 1598 3021 1630 1583 1628 1699 1417Flt Permitted 0.95 1.00 0.15 1.00 0.35 1.00 0.60 1.00 1.00Satd. Flow (perm) 2959 2768 251 3021 605 1583 1021 1699 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 154 516 449 73 616 70 330 179 86 61 184 165RTOR Reduction (vph) 0 138 0 0 8 0 0 20 0 0 0 138Lane Group Flow (vph) 154 827 0 73 678 0 330 245 0 61 184 27Confl. Peds. (#/hr) 12 5 5 12 4 4Heavy Vehicles (%) 9% 7% 14% 4% 8% 9% 2% 4% 6% 2% 3% 5%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 6.5 28.1 33.0 26.8 31.0 21.8 19.7 13.5 13.5Effective Green, g (s) 10.5 30.5 33.0 29.2 30.0 24.5 17.7 16.2 13.5Actuated g/C Ratio 0.13 0.37 0.41 0.36 0.37 0.30 0.22 0.20 0.17Clearance Time (s) 4.0 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 381 1037 204 1083 392 476 260 338 235v/s Ratio Prot c0.05 c0.30 0.03 0.22 c0.14 0.16 0.01 0.11v/s Ratio Perm 0.12 c0.17 0.04 0.02v/c Ratio 0.40 0.80 0.36 0.63 0.84 0.52 0.23 0.54 0.12Uniform Delay, d1 32.6 22.7 16.6 21.6 20.8 23.5 25.9 29.3 28.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 4.1 0.8 0.9 14.8 0.5 0.3 1.1 0.1Delay (s) 33.1 26.8 17.4 22.5 35.6 24.1 26.2 30.4 29.0Level of Service C C B C D C C C CApproach Delay (s) 27.7 22.0 30.5 29.2Approach LOS C C C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer





Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 4 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 27.1 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 47.0 47.0 47.0 47.0 40.2 40.2 40.2 40.2 40.2Total Split (%) 53.9% 53.9% 53.9% 53.9% 46.1% 46.1% 46.1% 46.1% 46.1%Maximum Green (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 21.4 21.4 21.4 22.9 22.9 22.9 20.6Actuated g/C Ratio 0.40 0.40 0.40 0.43 0.43 0.43 0.39v/c Ratio 0.53 0.41 0.41 0.65 0.26 0.24 0.30Control Delay 21.5 12.6 11.3 19.9 13.7 12.2 3.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.5 12.6 11.3 19.9 13.7 12.2 3.8LOS C B B B B B AApproach Delay 14.7 11.3 19.9 9.0Approach LOS B B B A



Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 141 429 40 0 354 108 160 171 11 97 156 184Future Volume (vph) 141 429 40 0 354 108 160 171 11 97 156 184Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 0.97 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1551 3057 2958 1671 1629 1667 1417Flt Permitted 0.44 1.00 1.00 0.77 0.55 1.00 1.00Satd. Flow (perm) 717 3057 2958 1321 936 1667 1417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 153 466 43 0 385 117 174 186 12 105 170 200RTOR Reduction (vph) 0 9 0 0 39 0 0 1 0 0 0 120Lane Group Flow (vph) 153 500 0 0 463 0 0 371 0 105 170 80Confl. Peds. (#/hr) 5 3 3 5 1 1Heavy Vehicles (%) 7% 7% 9% 0% 9% 5% 1% 2% 11% 2% 5% 5%Turn Type Perm NA Perm NA Perm NA Perm NA PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 19.0 19.0 19.0 20.6 20.6 20.6 20.6Effective Green, g (s) 21.1 21.1 21.1 22.7 22.7 22.7 20.6Actuated g/C Ratio 0.41 0.41 0.41 0.44 0.44 0.44 0.40Clearance Time (s) 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 292 1245 1204 578 410 730 563v/s Ratio Prot 0.16 0.16 0.10v/s Ratio Perm c0.21 c0.28 0.11 0.06v/c Ratio 0.52 0.40 0.38 0.64 0.26 0.23 0.14Uniform Delay, d1 11.6 10.9 10.8 11.4 9.2 9.1 10.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 0.2 0.2 2.4 0.3 0.2 0.1Delay (s) 13.3 11.1 11.0 13.8 9.5 9.3 10.1Level of Service B B B B A A BApproach Delay (s) 11.6 11.0 13.8 9.7Approach LOS B B B A


Lanes, Volumes, Timings Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 54 399 84 93 316 75 95 148 92 64 141 50Future Volume (vph) 54 399 84 93 316 75 95 148 92 64 141 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.97 1.00 0.97 1.00 0.94 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1630 3175 1630 3165 1630 3072 1630 3132Flt Permitted 0.48 1.00 0.33 1.00 0.61 1.00 0.59 1.00Satd. Flow (perm) 818 3175 564 3165 1053 3072 1013 3132Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 59 434 91 101 343 82 103 161 100 70 153 54RTOR Reduction (vph) 0 26 0 0 30 0 0 80 0 0 43 0Lane Group Flow (vph) 59 499 0 101 395 0 103 181 0 70 164 0Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 19.7 13.4 21.1 14.1 15.3 8.6 15.1 8.5Effective Green, g (s) 17.7 15.7 19.1 16.4 13.3 10.9 13.1 10.8Actuated g/C Ratio 0.33 0.29 0.35 0.30 0.25 0.20 0.24 0.20Clearance Time (s) 3.0 6.3 3.0 6.3 3.0 6.3 3.0 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 346 919 316 957 319 617 308 624v/s Ratio Prot 0.02 c0.16 c0.04 0.12 c0.03 c0.06 0.02 0.05v/s Ratio Perm 0.04 0.08 0.05 0.03v/c Ratio 0.17 0.54 0.32 0.41 0.32 0.29 0.23 0.26Uniform Delay, d1 12.8 16.2 12.3 15.1 16.5 18.4 16.3 18.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.7 0.6 0.3 0.6 0.3 0.4 0.2Delay (s) 13.0 16.9 12.8 15.4 17.1 18.6 16.7 18.6Level of Service B B B B B B B BApproach Delay (s) 16.5 14.9 18.2 18.1Approach LOS B B B B


Lanes, Volumes, Timings Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer








Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer




Lanes, Volumes, Timings Thundering Waters Secondary Plan114: Lyons Creek Rd & TW Access Rd Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 323 823 597 92 76 266Future Volume (vph) 323 823 597 92 76 266Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 50.0 50.0 0.0 0.0Storage Lanes 1 1 1 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.850 0.850Flt Protected 0.950 0.950Satd. Flow (prot) 1630 1716 1716 1458 1630 1458Flt Permitted 0.145 0.950Satd. Flow (perm) 249 1716 1716 1458 1630 1458Right Turn on Red Yes YesSatd. Flow (RTOR) 79 289Link Speed (k/h) 50 50 50Link Distance (m) 814.9 254.1 222.4Travel Time (s) 58.7 18.3 16.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 351 895 649 100 83 289Shared Lane Traffic (%)Lane Group Flow (vph) 351 895 649 100 83 289Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Number of Detectors 1 2 2 1 1 1Detector Template Left Thru Thru Right Left RightLeading Detector (m) 2.0 10.0 10.0 2.0 2.0 2.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 0.6 2.0 2.0 2.0Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4Detector 2 Size(m) 0.6 0.6Detector 2 Type Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0Turn Type pm+pt NA NA Perm Prot PermProtected Phases 7 4 8 6Permitted Phases 4 8 6

Lanes, Volumes, Timings Thundering Waters Secondary Plan114: Lyons Creek Rd & TW Access Rd Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT WBT WBR SBL SBRDetector Phase 7 4 8 8 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.3 24.3 24.3 24.3 24.3Total Split (s) 21.0 64.0 43.0 43.0 26.0 26.0Total Split (%) 23.3% 71.1% 47.8% 47.8% 28.9% 28.9%Maximum Green (s) 18.0 57.7 36.7 36.7 19.7 19.7Yellow Time (s) 3.0 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 0.0 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) 1.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 53.9 53.9 33.7 33.7 12.0 12.0Actuated g/C Ratio 0.73 0.73 0.45 0.45 0.16 0.16v/c Ratio 0.73 0.72 0.83 0.14 0.32 0.61Control Delay 23.2 10.3 29.4 5.2 33.0 10.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 23.2 10.3 29.4 5.2 33.0 10.0LOS C B C A C AApproach Delay 13.9 26.2 15.1Approach LOS B C B


Splits and Phases: 114: Lyons Creek Rd & TW Access Rd

Queues Thundering Waters Secondary Plan114: Lyons Creek Rd & TW Access Rd Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT WBT WBR SBL SBRLane Group Flow (vph) 351 895 649 100 83 289v/c Ratio 0.73 0.72 0.83 0.14 0.32 0.61Control Delay 23.2 10.3 29.4 5.2 33.0 10.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 23.2 10.3 29.4 5.2 33.0 10.0Queue Length 50th (m) 26.1 57.0 80.6 1.7 12.1 0.0Queue Length 95th (m) #75.0 130.8 #158.6 10.4 24.8 20.7Internal Link Dist (m) 790.9 230.1 198.4Turn Bay Length (m) 50.0 50.0Base Capacity (vph) 506 1390 927 824 496 645Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.69 0.64 0.70 0.12 0.17 0.45


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan114: Lyons Creek Rd & TW Access Rd Lyons Creek Crossing 2031 Summer


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 323 823 597 92 76 266Future Volume (vph) 323 823 597 92 76 266Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1630 1716 1716 1458 1630 1458Flt Permitted 0.14 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 248 1716 1716 1458 1630 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 351 895 649 100 83 289RTOR Reduction (vph) 0 0 0 43 0 242Lane Group Flow (vph) 351 895 649 57 83 47Turn Type pm+pt NA NA Perm Prot PermProtected Phases 7 4 8 6Permitted Phases 4 8 6Actuated Green, G (s) 51.6 51.6 31.5 31.5 9.6 9.6Effective Green, g (s) 50.6 53.9 33.8 33.8 11.9 11.9Actuated g/C Ratio 0.69 0.73 0.46 0.46 0.16 0.16Clearance Time (s) 3.0 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 471 1253 785 667 262 235v/s Ratio Prot 0.16 c0.52 c0.38 c0.05v/s Ratio Perm 0.35 0.04 0.03v/c Ratio 0.75 0.71 0.83 0.09 0.32 0.20Uniform Delay, d1 15.0 5.6 17.4 11.3 27.4 26.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.3 2.0 7.1 0.1 0.7 0.4Delay (s) 21.3 7.6 24.6 11.3 28.1 27.2Level of Service C A C B C CApproach Delay (s) 11.4 22.8 27.4Approach LOS B C C


Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Lyons Creek Crossing 2031 Summer



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 293 61 401 258Volume Left 117 9 101 10Volume Right 163 29 16 141cSH 424 385 1330 1201Volume to Capacity 0.69 0.16 0.08 0.01Queue Length 95th (m) 41.0 4.5 2.0 0.2Control Delay (s) 30.5 16.1 2.5 0.4Lane LOS D C A AApproach Delay (s) 30.5 16.1 2.5 0.4Approach LOS D C


Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan210: QEW WB Off-Ramp & Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 461 461 288 288 478Volume Left 0 0 0 0 154Volume Right 0 0 0 0 324cSH 1700 1700 1700 1700 496Volume to Capacity 0.27 0.27 0.17 0.17 0.96Queue Length 95th (m) 0.0 0.0 0.0 0.0 98.4Control Delay (s) 0.0 0.0 0.0 0.0 53.2Lane LOS FApproach Delay (s) 0.0 0.0 53.2Approach LOS F


Lanes, Volumes, Timings Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan211: Lyons Creek Rd (RR 47) & Stanley Ave (RR 102) Lyons Creek Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total (vph) 288 188 404 147 133Volume Left (vph) 288 0 0 147 0Volume Right (vph) 0 0 114 0 133Hadj (s) 0.65 0.09 -0.11 0.69 -0.22Departure Headway (s) 6.7 6.1 5.8 7.5 6.6Degree Utilization, x 0.53 0.32 0.65 0.31 0.24Capacity (veh/h) 523 571 608 443 511Control Delay (s) 15.9 10.7 18.9 12.6 10.5Approach Delay (s) 13.9 18.9 11.6Approach LOS B C B

Intersection SummaryDelay 15.1Level of Service CIntersection Capacity Utilization 56.3% ICU Level of Service BAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan212: Marineland Parkway & Portage Road Lyons Creek Crossing 2031 Summer



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 53 268 268 242 242 67 17 47Volume Left 53 0 0 0 0 0 17 0Volume Right 0 0 0 0 0 67 0 47cSH 996 1700 1700 1700 1700 1700 275 724Volume to Capacity 0.05 0.16 0.16 0.14 0.14 0.04 0.06 0.06Queue Length 95th (m) 1.3 0.0 0.0 0.0 0.0 0.0 1.6 1.7Control Delay (s) 8.8 0.0 0.0 0.0 0.0 0.0 18.9 10.3Lane LOS A C BApproach Delay (s) 0.8 0.0 12.6Approach LOS B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Detector Phase 4 4 4 3 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 39.3 39.3 39.3 12.5 39.3 39.3 37.3 37.3 37.3 37.3 37.3Total Split (s) 39.4 39.4 39.4 12.5 51.9 51.9 38.1 38.1 38.1 38.1 38.1Total Split (%) 43.8% 43.8% 43.8% 13.9% 57.7% 57.7% 42.3% 42.3% 42.3% 42.3% 42.3%Maximum Green (s) 33.1 33.1 33.1 9.5 45.6 45.6 31.8 31.8 31.8 31.8 31.8Yellow Time (s) 4.1 4.1 4.1 3.0 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 0.0 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 1.0 -2.3 0.0 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag LeadLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min Min MinWalk Time (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0Flash Dont Walk (s) 21.0 21.0 21.0 21.0 21.0 19.0 19.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0Act Effct Green (s) 30.5 30.5 30.5 41.5 41.5 39.2 33.3 33.3 33.3 33.3 33.3Actuated g/C Ratio 0.37 0.37 0.37 0.50 0.50 0.47 0.40 0.40 0.40 0.40 0.40v/c Ratio 0.71 0.79 0.05 0.51 0.66 0.51 0.08 0.17 0.39 0.90 0.18Control Delay 52.5 29.1 0.2 19.5 17.7 3.3 18.1 18.4 4.7 50.3 12.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 52.5 29.1 0.2 19.5 17.7 3.3 18.1 18.4 4.7 50.3 12.1LOS D C A B B A B B A D BApproach Delay 30.4 13.7 9.3 37.3Approach LOS C B A D



Queues Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 98 937 30 113 1070 474 35 111 288 430 223v/c Ratio 0.71 0.79 0.05 0.51 0.66 0.51 0.08 0.17 0.39 0.90 0.18Control Delay 52.5 29.1 0.2 19.5 17.7 3.3 18.1 18.4 4.7 50.3 12.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 52.5 29.1 0.2 19.5 17.7 3.3 18.1 18.4 4.7 50.3 12.1Queue Length 50th (m) 13.9 73.0 0.0 9.8 67.6 0.0 3.6 12.0 1.2 67.8 8.4Queue Length 95th (m) #40.7 98.9 0.2 18.6 88.3 15.1 10.5 25.1 17.7 #136.4 17.2Internal Link Dist (m) 400.1 107.9 106.0 116.6Turn Bay Length (m) 50.0 25.0 50.0 50.0 50.0Base Capacity (vph) 163 1392 674 246 1884 1014 445 686 747 492 1289Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.60 0.67 0.04 0.46 0.57 0.47 0.08 0.16 0.39 0.87 0.17


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 90 862 28 104 984 436 32 102 265 396 115 90Future Volume (vph) 90 862 28 104 984 436 32 102 265 396 115 90Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1538 3228 1463 1568 3228 1448 1662 1651 1411 1644 3000Flt Permitted 0.23 1.00 1.00 0.13 1.00 1.00 0.61 1.00 1.00 0.69 1.00Satd. Flow (perm) 378 3228 1463 212 3228 1448 1072 1651 1411 1186 3000Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 98 937 30 113 1070 474 35 111 288 430 125 98RTOR Reduction (vph) 0 0 19 0 0 250 0 0 165 0 43 0Lane Group Flow (vph) 98 937 11 113 1070 224 35 111 123 430 180 0Confl. Peds. (#/hr) 7 6 6 7 2 2Heavy Vehicles (%) 8% 3% 0% 6% 3% 1% 0% 6% 4% 1% 0% 8%Turn Type Perm NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 4 3 8 2 6Permitted Phases 4 4 8 8 2 2 6Actuated Green, G (s) 28.1 28.1 28.1 39.1 39.1 39.1 31.0 31.0 31.0 31.0 31.0Effective Green, g (s) 30.4 30.4 30.4 38.1 41.4 39.1 33.3 33.3 33.3 33.3 33.3Actuated g/C Ratio 0.37 0.37 0.37 0.46 0.50 0.47 0.40 0.40 0.40 0.40 0.40Clearance Time (s) 6.3 6.3 6.3 3.0 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 138 1186 537 212 1615 684 431 664 568 477 1207v/s Ratio Prot c0.29 0.05 c0.33 0.07 0.06v/s Ratio Perm 0.26 0.01 0.20 0.15 0.03 0.09 c0.36v/c Ratio 0.71 0.79 0.02 0.53 0.66 0.33 0.08 0.17 0.22 0.90 0.15Uniform Delay, d1 22.4 23.3 16.7 15.9 15.4 13.6 15.3 15.8 16.2 23.2 15.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 14.8 3.5 0.0 2.0 0.9 0.2 0.1 0.1 0.1 20.0 0.0Delay (s) 37.2 26.9 16.7 17.9 16.4 13.8 15.3 15.9 16.3 43.2 15.7Level of Service D C B B B B B B B D BApproach Delay (s) 27.5 15.7 16.1 33.8Approach LOS C B B C







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Detector Phase 4 4 3 8 6 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 10.0 10.0 10.0 10.0Minimum Split (s) 36.3 36.3 12.5 36.3 36.3 36.3 36.3Total Split (s) 39.0 39.0 13.6 52.6 37.4 37.4 37.4Total Split (%) 43.3% 43.3% 15.1% 58.4% 41.6% 41.6% 41.6%Maximum Green (s) 32.7 32.7 10.6 46.3 31.1 31.1 31.1Yellow Time (s) 4.1 4.1 3.0 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 0.0 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 0.0 1.0 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min MinWalk Time (s) 10.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0Pedestrian Calls (#/hr) 0 0 0 0 0 0Act Effct Green (s) 33.7 31.3 45.8 45.8 27.4 27.4 27.4Actuated g/C Ratio 0.41 0.38 0.56 0.56 0.34 0.34 0.34v/c Ratio 0.83 0.08 0.50 0.50 0.72 0.75 0.60Control Delay 27.2 2.5 17.4 12.3 33.1 34.4 22.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.2 2.5 17.4 12.3 33.1 34.4 22.2LOS C A B B C C CApproach Delay 26.4 12.7 30.3Approach LOS C B C



Queues Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1616 49 126 1321 366 377 323v/c Ratio 0.83 0.08 0.50 0.50 0.72 0.75 0.60Control Delay 27.2 2.5 17.4 12.3 33.1 34.4 22.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.2 2.5 17.4 12.3 33.1 34.4 22.2Queue Length 50th (m) 87.2 0.0 9.6 47.6 55.0 57.2 33.1Queue Length 95th (m) #120.9 4.0 21.9 65.4 91.1 94.6 61.7Internal Link Dist (m) 110.1 0.1 64.8Turn Bay Length (m) 50.0Base Capacity (vph) 2046 641 283 2842 626 624 646Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.79 0.08 0.45 0.46 0.58 0.60 0.50


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan102: Niagara Square Dr/QEW EB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1487 45 116 1215 0 0 0 0 602 82 297Future Volume (vph) 0 1487 45 116 1215 0 0 0 0 602 82 297Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 6.3 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.96 1.00Satd. Flow (prot) 4684 1463 1630 4684 1502 1496 1444Flt Permitted 1.00 1.00 0.12 1.00 0.95 0.96 1.00Satd. Flow (perm) 4684 1463 199 4684 1502 1496 1444Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1616 49 126 1321 0 0 0 0 654 89 323RTOR Reduction (vph) 0 0 30 0 0 0 0 0 0 0 0 50Lane Group Flow (vph) 0 1616 19 126 1321 0 0 0 0 366 377 273Confl. Peds. (#/hr) 6 6 2 2Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 5% 13% 3%Turn Type NA Perm pm+pt NA Perm NA PermProtected Phases 4 3 8 6Permitted Phases 4 8 6 6Actuated Green, G (s) 31.4 31.4 43.5 43.5 25.1 25.1 25.1Effective Green, g (s) 33.7 31.4 42.5 45.8 27.4 27.4 27.4Actuated g/C Ratio 0.42 0.39 0.52 0.56 0.34 0.34 0.34Clearance Time (s) 6.3 6.3 3.0 6.3 6.3 6.3 6.3Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1943 565 246 2641 506 504 487v/s Ratio Prot c0.35 0.05 c0.28v/s Ratio Perm 0.01 0.22 0.24 0.25 0.19v/c Ratio 0.83 0.03 0.51 0.50 0.72 0.75 0.56Uniform Delay, d1 21.2 15.5 14.2 10.7 23.6 23.8 22.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.2 0.0 1.8 0.1 5.1 6.0 1.4Delay (s) 24.4 15.5 16.0 10.9 28.7 29.8 23.4Level of Service C B B B C C CApproach Delay (s) 24.2 11.3 0.0 27.5Approach LOS C B A C








Intersection SummaryArea Type: OtherCycle Length: 60Actuated Cycle Length: 51Natural Cycle: 60Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.70Intersection Signal Delay: 9.8 Intersection LOS: AIntersection Capacity Utilization 49.9% ICU Level of Service AAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan103: QEW WB Off-Ramp & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer









Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Detector Phase 4 4 4 3 8 5 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 6.0 10.0 5.0 8.0 8.0 8.0 8.0Minimum Split (s) 36.0 36.0 36.0 10.5 36.0 9.5 32.0 32.0 32.0 32.0Total Split (s) 36.0 36.0 36.0 17.0 53.0 20.0 52.0 52.0 32.0 32.0Total Split (%) 34.3% 34.3% 34.3% 16.2% 50.5% 19.0% 49.5% 49.5% 30.5% 30.5%Maximum Green (s) 28.0 28.0 28.0 12.5 45.0 15.5 44.0 44.0 24.0 24.0Yellow Time (s) 4.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5 4.5 4.5All-Red Time (s) 3.5 3.5 3.5 1.0 3.5 1.0 3.5 3.5 3.5 3.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -0.5 -4.0 -0.5 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lag Lead Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Recall Mode Min Min Min Min Min Min Min Min Min MinWalk Time (s) 11.0 11.0 11.0 11.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 14.0 14.0 14.0 14.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 32.5 32.5 32.5 12.6 49.1 16.0 36.2 36.2 16.2 16.2Actuated g/C Ratio 0.35 0.35 0.35 0.14 0.53 0.17 0.39 0.39 0.17 0.17v/c Ratio 0.56 1.33 0.67 0.74 0.95 0.84 0.04 0.34 0.10 0.47Control Delay 60.4 184.0 13.8 51.1 35.9 53.7 17.6 3.9 32.8 37.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 60.4 184.0 13.8 51.1 35.9 53.7 17.6 3.9 32.8 37.0LOS E F B D D D B A C DApproach Delay 141.1 38.4 36.0 36.4Approach LOS F D D D

Intersection SummaryArea Type: OtherCycle Length: 105Actuated Cycle Length: 93.3Natural Cycle: 150Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.33Intersection Signal Delay: 80.8 Intersection LOS: FIntersection Capacity Utilization 82.7% ICU Level of Service EAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 39 1482 475 317 1615 458 28 237 23 119v/c Ratio 0.56 1.33 0.67 0.74 0.95 0.84 0.04 0.34 0.10 0.47Control Delay 60.4 184.0 13.8 51.1 35.9 53.7 17.6 3.9 32.8 37.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 60.4 184.0 13.8 51.1 35.9 53.7 17.6 3.9 32.8 37.0Queue Length 50th (m) 5.9 ~193.4 20.1 29.7 143.2 43.4 3.3 0.0 3.7 18.3Queue Length 95th (m) #24.6 #257.8 63.1 #51.5 #226.4 #75.5 8.7 14.1 10.6 35.2Internal Link Dist (m) 68.8 591.8 285.8 170.6Turn Bay Length (m) 50.0 50.0 50.0 15.0Base Capacity (vph) 70 1113 704 441 1693 543 827 856 388 434Starvation Cap Reductn 0 9 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.56 1.34 0.67 0.72 0.95 0.84 0.03 0.28 0.06 0.27


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan104: Oakwood Dr & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 36 1363 437 292 1471 15 421 26 218 21 14 96Future Volume (vph) 36 1363 437 292 1471 15 421 26 218 21 14 96Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 0.98Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.87Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1567 3197 1407 3162 3219 3162 1606 1439 1661 1418Flt Permitted 0.12 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.74 1.00Satd. Flow (perm) 203 3197 1407 3162 3219 3162 1606 1439 1292 1418Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 39 1482 475 317 1599 16 458 28 237 23 15 104RTOR Reduction (vph) 0 0 215 0 0 0 0 0 145 0 10 0Lane Group Flow (vph) 39 1482 260 317 1615 0 458 28 92 23 109 0Confl. Peds. (#/hr) 5 14 14 5 7 1 1 7Heavy Vehicles (%) 6% 4% 3% 2% 3% 15% 2% 9% 2% 0% 8% 5%Turn Type Perm NA Perm Prot NA Prot NA Perm Perm NAProtected Phases 4 3 8 5 2 6Permitted Phases 4 4 2 6Actuated Green, G (s) 28.5 28.5 28.5 12.1 45.1 15.5 32.2 32.2 12.2 12.2Effective Green, g (s) 32.5 32.5 32.5 12.6 49.1 16.0 36.2 36.2 16.2 16.2Actuated g/C Ratio 0.35 0.35 0.35 0.14 0.53 0.17 0.39 0.39 0.17 0.17Clearance Time (s) 8.0 8.0 8.0 4.5 8.0 4.5 8.0 8.0 8.0 8.0Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 3.0 2.5 2.5 2.5 2.5Lane Grp Cap (vph) 70 1113 490 427 1694 542 623 558 224 246v/s Ratio Prot c0.46 0.10 c0.50 c0.14 0.02 c0.08v/s Ratio Perm 0.19 0.18 0.06 0.02v/c Ratio 0.56 1.33 0.53 0.74 0.95 0.85 0.04 0.16 0.10 0.44Uniform Delay, d1 24.6 30.4 24.3 38.8 21.0 37.4 17.8 18.7 32.4 34.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.5 155.4 0.9 6.5 12.5 11.6 0.0 0.1 0.1 0.9Delay (s) 32.1 185.8 25.2 45.3 33.5 49.0 17.8 18.8 32.6 35.4Level of Service C F C D C D B B C DApproach Delay (s) 144.6 35.4 37.9 35.0Approach LOS F D D C

Intersection SummaryHCM 2000 Control Delay 81.2 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 93.3 Sum of lost time (s) 16.0Intersection Capacity Utilization 82.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Detector Phase 7 4 3 8 5 2 1 6 6Switch PhaseMinimum Initial (s) 5.0 10.0 5.0 10.0 5.0 8.0 5.0 8.0 8.0Minimum Split (s) 11.4 30.4 9.5 30.4 9.5 37.7 9.5 37.7 37.7Total Split (s) 18.0 47.4 9.6 39.0 15.0 42.1 10.9 38.0 38.0Total Split (%) 16.4% 43.1% 8.7% 35.5% 13.6% 38.3% 9.9% 34.5% 34.5%Maximum Green (s) 11.6 41.0 6.6 32.6 12.0 35.4 7.9 31.3 31.3Yellow Time (s) 4.1 4.1 3.0 4.1 3.0 4.1 3.0 4.1 4.1All-Red Time (s) 2.3 2.3 0.0 2.3 0.0 2.6 0.0 2.6 2.6Lost Time Adjust (s) -2.4 -2.4 1.0 -2.4 1.0 -2.7 1.0 -2.7 -2.7Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 9.0 9.0 12.0 12.0 12.0Flash Dont Walk (s) 15.0 15.0 19.0 19.0 19.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 14.1 44.1 40.2 35.2 38.6 28.0 30.2 23.6 23.6Actuated g/C Ratio 0.14 0.44 0.40 0.35 0.39 0.28 0.30 0.24 0.24v/c Ratio 0.79 0.99 0.34 1.04 1.65 0.75 0.56 0.65 0.74Control Delay 56.4 47.2 20.2 70.6 329.4 41.8 30.8 42.1 24.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 56.4 47.2 20.2 70.6 329.4 41.8 30.8 42.1 24.8LOS E D C E F D C D CApproach Delay 49.0 68.4 206.8 31.9Approach LOS D E F C

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 99.9Natural Cycle: 150Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 1.65Intersection Signal Delay: 80.4 Intersection LOS: FIntersection Capacity Utilization 99.4% ICU Level of Service FAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 354 1387 53 1171 483 359 127 267 368v/c Ratio 0.79 0.99 0.34 1.04 1.65 0.75 0.56 0.65 0.74Control Delay 56.4 47.2 20.2 70.6 329.4 41.8 30.8 42.1 24.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 56.4 47.2 20.2 70.6 329.4 41.8 30.8 42.1 24.8Queue Length 50th (m) 36.2 131.7 4.9 ~135.1 ~117.7 64.3 16.9 49.1 31.5Queue Length 95th (m) #66.7 #218.5 13.4 #207.6 #220.3 96.4 29.4 75.4 65.1Internal Link Dist (m) 591.8 1022.3 794.5 294.8Turn Bay Length (m) 50.0 50.0 50.0 50.0 50.0Base Capacity (vph) 449 1406 167 1127 293 651 231 592 634Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.79 0.99 0.32 1.04 1.65 0.55 0.55 0.45 0.58


HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan105: Dorchester Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 326 773 503 49 996 81 444 262 68 117 246 339Future Volume (vph) 326 773 503 49 996 81 444 262 68 117 246 339Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.94 1.00 0.99 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3193 2981 1630 3189 1568 1680 1645 1733 1473Flt Permitted 0.95 1.00 0.13 1.00 0.26 1.00 0.29 1.00 1.00Satd. Flow (perm) 3193 2981 216 3189 436 1680 500 1733 1473Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 354 840 547 53 1083 88 483 285 74 127 267 368RTOR Reduction (vph) 0 90 0 0 5 0 0 9 0 0 0 152Lane Group Flow (vph) 354 1297 0 53 1166 0 483 350 0 127 267 216Confl. Peds. (#/hr) 24 11 11 24 3 3Heavy Vehicles (%) 1% 2% 5% 2% 3% 0% 6% 0% 3% 1% 1% 1%Turn Type Prot NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 6 6Actuated Green, G (s) 11.7 41.7 38.8 32.7 36.0 25.4 28.5 20.9 20.9Effective Green, g (s) 14.1 44.1 36.8 35.1 35.0 28.1 26.5 23.6 23.6Actuated g/C Ratio 0.14 0.44 0.37 0.35 0.35 0.28 0.27 0.24 0.24Clearance Time (s) 6.4 6.4 3.0 6.4 3.0 6.7 3.0 6.7 6.7Vehicle Extension (s) 2.5 2.2 2.5 2.2 2.5 2.2 2.5 2.2 2.2Lane Grp Cap (vph) 450 1315 151 1120 278 472 208 409 347v/s Ratio Prot c0.11 c0.43 0.02 0.37 c0.19 0.21 0.04 0.15v/s Ratio Perm 0.11 c0.41 0.12 0.15v/c Ratio 0.79 0.99 0.35 1.04 1.74 0.74 0.61 0.65 0.62Uniform Delay, d1 41.4 27.6 23.9 32.4 29.5 32.6 29.7 34.5 34.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.5 21.3 1.0 38.1 346.4 5.6 4.5 3.0 2.7Delay (s) 50.0 48.9 24.9 70.5 375.9 38.2 34.2 37.5 36.9Level of Service D D C E F D C D DApproach Delay (s) 49.1 68.6 231.9 36.6Approach LOS D E F D

Intersection SummaryHCM 2000 Control Delay 85.9 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.28Actuated Cycle Length (s) 99.9 Sum of lost time (s) 16.0Intersection Capacity Utilization 99.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group






Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Detector Phase 7 4 8 8 2 2 6 6 6Switch PhaseMinimum Initial (s) 5.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0Minimum Split (s) 9.5 27.1 27.1 27.1 33.1 33.1 33.1 33.1 33.1Total Split (s) 14.0 41.1 27.1 27.1 33.9 33.9 33.9 33.9 33.9Total Split (%) 18.7% 54.8% 36.1% 36.1% 45.2% 45.2% 45.2% 45.2% 45.2%Maximum Green (s) 9.5 35.0 21.0 21.0 27.8 27.8 27.8 27.8 27.8Yellow Time (s) 3.5 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -0.5 -2.1 -2.1 -2.1 -2.1 -2.1 -2.1 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 13.0 13.0 13.0 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0Act Effct Green (s) 36.6 36.6 22.6 22.6 29.9 29.9 29.9 27.8Actuated g/C Ratio 0.49 0.49 0.30 0.30 0.40 0.40 0.40 0.37v/c Ratio 0.79 0.51 0.05 0.87 1.38 0.48 0.39 0.40Control Delay 34.3 13.5 19.4 34.5 208.9 23.0 18.1 4.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.3 13.5 19.4 34.5 208.9 23.0 18.1 4.1LOS C B B C F C B AApproach Delay 18.5 34.4 208.9 13.6Approach LOS B C F B



Queues Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan106: Drummond Rd & McLeod Rd (RR 49) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 226 624 108 9 590 198 271 258 13 147 250 265Future Volume (vph) 226 624 108 9 590 198 271 258 13 147 250 265Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.1Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.96 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1598 3151 1656 3084 1689 1655 1733 1458Flt Permitted 0.16 1.00 0.35 1.00 0.61 0.47 1.00 1.00Satd. Flow (perm) 269 3151 612 3084 1062 825 1733 1458Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 246 678 117 10 641 215 295 280 14 160 272 288RTOR Reduction (vph) 0 19 0 0 44 0 0 1 0 0 0 181Lane Group Flow (vph) 246 776 0 10 812 0 0 588 0 160 272 107Confl. Peds. (#/hr) 16 7 7 16 17 17Heavy Vehicles (%) 4% 3% 1% 0% 3% 1% 1% 0% 9% 0% 1% 2%Turn Type pm+pt NA Perm NA Perm NA Perm NA PermProtected Phases 7 4 8 2 6Permitted Phases 4 8 2 6 6Actuated Green, G (s) 34.5 34.5 20.5 20.5 27.8 27.8 27.8 27.8Effective Green, g (s) 35.0 36.6 22.6 22.6 29.9 29.9 29.9 27.8Actuated g/C Ratio 0.47 0.49 0.30 0.30 0.40 0.40 0.40 0.37Clearance Time (s) 4.5 6.1 6.1 6.1 6.1 6.1 6.1 6.1Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 304 1548 185 935 426 331 695 544v/s Ratio Prot c0.11 0.25 c0.26 0.16v/s Ratio Perm 0.27 0.02 c0.55 0.19 0.07v/c Ratio 0.81 0.50 0.05 0.87 1.38 0.48 0.39 0.20Uniform Delay, d1 15.2 12.8 18.4 24.5 22.3 16.6 15.8 15.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 14.6 0.3 0.1 8.6 185.1 1.1 0.4 0.2Delay (s) 29.8 13.0 18.5 33.2 207.4 17.7 16.2 16.0Level of Service C B B C F B B BApproach Delay (s) 17.0 33.0 207.4 16.4Approach LOS B C F B







Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDetector Phase 7 4 3 8 5 2 1 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 9.5 24.3 9.5 24.3 9.5 24.3 9.5 24.3Total Split (s) 11.1 27.8 12.0 28.7 15.6 29.4 10.8 24.6Total Split (%) 13.9% 34.8% 15.0% 35.9% 19.5% 36.8% 13.5% 30.8%Maximum Green (s) 8.1 21.5 9.0 22.4 12.6 23.1 7.8 18.3Yellow Time (s) 3.0 4.1 3.0 4.1 3.0 4.1 3.0 4.1All-Red Time (s) 0.0 2.2 0.0 2.2 0.0 2.2 0.0 2.2Lost Time Adjust (s) 1.0 -2.3 1.0 -2.3 1.0 -2.3 1.0 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lag Lead Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Recall Mode Min None Min Min Min Min Min MinWalk Time (s) 7.0 7.0 7.0 7.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0Act Effct Green (s) 29.0 22.5 30.6 23.3 27.3 17.0 19.0 12.5Actuated g/C Ratio 0.42 0.32 0.44 0.34 0.39 0.24 0.27 0.18v/c Ratio 0.42 0.78 0.58 0.58 0.72 0.44 0.40 0.59Control Delay 15.4 27.6 19.9 20.3 27.8 15.0 18.7 15.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 15.4 27.6 19.9 20.3 27.8 15.0 18.7 15.1LOS B C B C C B B BApproach Delay 25.9 20.2 20.4 15.9Approach LOS C C C B



Queues Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan108: Stanley Ave & Marine Land Pkway (RR 49) Lyons Creek Crossing 2031 Summer












Queues Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan110: Montrose Rd (RR 98) & Niagara Square Dr Lyons Creek Crossing 2031 Summer












Queues Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan111: Oakwood Dr & Walmart North Driveway Lyons Creek Crossing 2031 Summer












Queues Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan112: Oakwood Dr & Walmart South Driveway Lyons Creek Crossing 2031 Summer









Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPermitted Phases 4 8 2 2 6Detector Phase 4 4 8 8 2 2 2 6 6Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0Minimum Split (s) 26.3 26.3 26.3 26.3 31.3 31.3 31.3 31.3 31.3Total Split (s) 42.0 42.0 42.0 42.0 33.0 33.0 33.0 33.0 33.0Total Split (%) 56.0% 56.0% 56.0% 56.0% 44.0% 44.0% 44.0% 44.0% 44.0%Maximum Green (s) 35.7 35.7 35.7 35.7 26.7 26.7 26.7 26.7 26.7Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1All-Red Time (s) 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Recall Mode Min Min Min Min Min Min Min Min MinWalk Time (s) 8.0 8.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0Flash Dont Walk (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0Act Effct Green (s) 36.3 36.3 36.3 24.6 24.6 24.6 24.6Actuated g/C Ratio 0.53 0.53 0.53 0.36 0.36 0.36 0.36v/c Ratio 0.14 0.92 0.32 0.51 0.56 0.67 0.54Control Delay 10.0 41.5 8.5 21.1 5.0 33.5 21.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.0 41.5 8.5 21.1 5.0 33.5 21.1LOS B D A C A C CApproach Delay 10.0 30.9 11.5 25.3Approach LOS B C B C

Intersection SummaryArea Type: OtherCycle Length: 75Actuated Cycle Length: 69Natural Cycle: 75Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.92Intersection Signal Delay: 22.0 Intersection LOS: CIntersection Capacity Utilization 80.9% ICU Level of Service DAnalysis Period (min) 15


Queues Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer




HCM Signalized Intersection Capacity Analysis Thundering Waters Secondary Plan113: Montrose Rd (RR 98) & Biggar Rd/Lyons Creek Rd (RR 47) Lyons Creek Crossing 2031 Summer


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 82 1 515 139 106 1 272 396 157 267 36Future Volume (vph) 20 82 1 515 139 106 1 272 396 157 267 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1599 1523 1651 1390 1471 1683Flt Permitted 0.93 0.68 1.00 1.00 1.00 0.47 1.00Satd. Flow (perm) 1493 1152 1523 1650 1390 724 1683Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 22 89 1 560 151 115 1 296 430 171 290 39RTOR Reduction (vph) 0 0 0 0 35 0 0 0 276 0 7 0Lane Group Flow (vph) 0 112 0 560 231 0 0 297 154 171 322 0Heavy Vehicles (%) 6% 9% 0% 4% 7% 8% 0% 6% 7% 13% 2% 3%Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 2 6Actuated Green, G (s) 33.9 33.9 33.9 22.3 22.3 22.3 22.3Effective Green, g (s) 36.2 36.2 36.2 24.6 24.6 24.6 24.6Actuated g/C Ratio 0.53 0.53 0.53 0.36 0.36 0.36 0.36Clearance Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 785 606 801 589 497 258 601v/s Ratio Prot 0.15 0.19v/s Ratio Perm 0.07 c0.49 0.18 0.11 c0.24v/c Ratio 0.14 0.92 0.29 0.50 0.31 0.66 0.54Uniform Delay, d1 8.3 15.0 9.1 17.3 16.0 18.6 17.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 21.2 0.6 1.9 1.0 9.7 2.2Delay (s) 8.6 36.3 9.7 19.2 17.0 28.3 19.7Level of Service A D A B B C BApproach Delay (s) 8.6 27.7 17.9 22.7Approach LOS A C B C


Lanes, Volumes, Timings Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan203: Stanley Ave (RR 102) & Ramsey Rd Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan204: Stanley Ave (RR 102) & Progess St Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan205: Stanley Ave (RR 102) & Don Murie St Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Lyons Creek Crossing 2031 Summer



Intersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan206: Stanley Ave (RR 102) & Dorchester Rd/Chippawa Pkwy Lyons Creek Crossing 2031 Summer



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 500 43 352 496Volume Left 190 15 133 17Volume Right 278 5 10 171cSH 334 135 1058 1321Volume to Capacity 1.50 0.32 0.13 0.01Queue Length 95th (m) 220.3 10.1 3.4 0.3Control Delay (s) 267.9 43.5 4.2 0.4Lane LOS F E A AApproach Delay (s) 267.9 43.5 4.2 0.4Approach LOS F E

Intersection SummaryAverage Delay 98.8Intersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15

Lanes, Volumes, Timings Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan207: Montrose Rd (RR 98) & Chippawa Creek Rd (RR 63) Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Lyons Creek Crossing 2031 Summer




HCM Unsignalized Intersection Capacity Analysis Thundering Waters Secondary Plan208: Montrose Rd (RR 98) & Oakwood Dr Lyons Creek Crossing 2031 Summer





Lanes, Volumes, Timings Thundering Waters Secondary Plan209: Lyons Creek Rd (RR 47) & QEW EB Off-Ramp Lyons Creek Crossing 2031 Summer




Documents

Thundering Waters Technical Appendix...Queues Thundering Waters Secondary Plan 101: Montrose Rd (RR 98) & McLeod Rd (RR 49) Existing Summer Timing Plan: AM Peak Hour Synchro 9 Report