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Appendix LAX Master Plan Final EIS
A-4. Level of Service Summary Tables and Intersection Worksheets for
Alternative D Compared to the No Action/No Project Alternative
with Reduced Playa Vista Traffic Assumptions
LAX MASTER PLAN
2015 No Action / No Project Alternative(With Reduced Playa Vista Project)
Level-of-Service Worksheets
2015 No Action / No ProjectAM
AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
309A:
B: 224
322A:
B: 142
66
A:
B:
364
0.670 =
+
+
+++ 380364 224142
*1500
32
A:
B:
380
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
66AMBIENT
RELATED
PROJECT
TOTAL 66
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
515 212 142 965 83 224 420 198 32 760 70
224 19842083965142212515 7076032
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAM
AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
146
A:
B:
395
230
A:
B:
283
55A:
B: 107
0.561 =
+
+
+++ 395283 83107
*1375
329A:
B: 83
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
107AMBIENT
RELATED
PROJECT
TOTAL 107
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto OLA Auto
0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0
LT
109 95 622 138 325 146 1580 326 151 1315 74
146 326158032513862295109 741315151
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
446A:
B: 397
56
A:
B:
189
243A:
B: 113
0.642 =
+
+
+++ 280189 397113
*1375
13
A:
B:
280
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
113AMBIENT
RELATED
PROJECT
TOTAL 113
LANE
SIGNAL Perm
0
Perm Prot-Var Prot-VarOLA Auto Auto Auto
1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0
LT
131 485 56 166 23 722 882 10 13 795 44
722 108822316656485131 4479513
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
138
A:
B:
765
102
A:
B:
466
343A:
B: 151
0.889 =
+
+
+++ 765466 56151
*1500
617A:
B: 56
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
151AMBIENT
RELATED
PROJECT
TOTAL 151
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
522 163 102 879 53 138 1530 118 56 1233 89
138 118153053879102163522 89123356
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
608A:
B: 438
318A:
B: 166
123
A:
B:
396
0.972 =
+
+
+++ 433396 438166
*1375
65
A:
B:
433
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
223AMBIENT
RELATED
PROJECT
TOTAL 223
LANE
SIGNAL Prot-Var
2
Prot-Var Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
653 396 166 582 53 438 913 304 65 759 108
438 30491353582166396653 10875965
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
149
A:
B:
623
59
A:
B:
402
255A:
B: 393
1.081 =
+
+
+++ 623402 203393
1500
454A:
B: 203
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
393AMBIENT
RELATED
PROJECT
TOTAL 393
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0
LT
439 71 59 549 254 149 1246 243 203 566 342
149 24312462545495971439 342566203
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD 111TH STN/S: W/E: 10I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
9
A:
B:
82
315A:
B: 328
54
A:
B:
481
0.540 =
+
+
+++ 82481 24328
*1500
14A:
B: 24
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
54AMBIENT
RELATED
PROJECT
TOTAL 54
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0
LT
1382 61 328 908 38 9 6 82 24 13 1
9 82638908328611382 11324
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
44
A:
B:
595
24
A:
B:
374
425A:
B: 265
1.149 =
+
+
+++ 595374 442265
*1375
700A:
B: 442
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
717AMBIENT
RELATED
PROJECT
TOTAL 717
LANE
SIGNAL Prot-Var
3
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0
LT
830 20 43 748 374 44 2198 183 442 1196 700
44 18321983747484320830 7001196442
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
170
A:
B:
666
223A:
B: 125
226
A:
B:
358
1.085 =
+
+
+++ 666358 343125
1375
182A:
B: 343
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
226AMBIENT
RELATED
PROJECT
TOTAL 226
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0
LT
952 123 125 670 235 310 1603 395 343 494 295
310 3951603235670125123952 295494343
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
382A:
B: 204
290A:
B: 171
220
A:
B:
582
0.975 =
+
+
+++ 480582 204171
*1375
98
A:
B:
480
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
400AMBIENT
RELATED
PROJECT
TOTAL 400
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto
0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0
LT
1164 458 311 579 122 371 1145 466 178 1204 235
371 46611451225793114581164 2351204178
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
158
A:
B:
828
0
A:
B:
406
321A:
B: 448
1.357 =
+
+
+++ 828406 184448
1375
378A:
B: 184
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
448AMBIENT
RELATED
PROJECT
TOTAL 448
LANE
SIGNAL Prot-Fix
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
514 127 2 499 498 158 1655 9 184 755 277
158 916554984992127514 277755184
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
273
A:
B:
792
299A:
B: 73
162
A:
B:
589
1.148 =
+
+
+++ 792589 12473
1375
236A:
B: 124
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
294AMBIENT
RELATED
PROJECT
TOTAL 294
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0
LT
1768 698 132 371 361 497 2140 792 226 904 38
497 79221403613711326981768 38904226
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
44
A:
B:
537
168
A:
B:
282
28A:
B: 10
0.680 =
+
+
+++ 537282 20210
*1375
520A:
B: 202
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
18AMBIENT
RELATED
PROJECT
TOTAL 18
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA
0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
84 22 306 482 484 81 1611 473 367 1561 62
81 47316114844823062284 621561367
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
183
A:
B:
882
99
A:
B:
308
476A:
B: 494
1.324 =
+
+
+++ 882308 233494
*1375
234A:
B: 233
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
898AMBIENT
RELATED
PROJECT
TOTAL 898
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0
LT
1428 323 181 924 262 332 1436 329 233 703 541
332 32914362629241813231428 541703233
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
144
A:
B:
526
49
A:
B:
322
396A:
B: 341
0.920 =
+
+
+++ 526322 172341
*1375
290A:
B: 172
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
341AMBIENT
RELATED
PROJECT
TOTAL 341
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA
0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0
LT
791 301 49 425 898 144 1727 376 172 870 827
144 376172789842549301791 827870172
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
312
A:
B:
312
563A:
B: 0
0
A:
B:
1097
0.869 =
+
+
+++ 312 01097 0
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Perm <none>Free Auto Auto <none>
0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0
LT
4389 18 0 2253 68 562 62 384 0 0 0
562 384626822530184389 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 326
203A:
B: 13
0
A:
B:
809
0.695 =
+
+
+++ 0809 32613
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Free Auto Auto <none>
0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
1617 394 13 327 0 593 0 0 0 0 0
593 000327133941617 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
VISTA DEL MAR CULVER BLVDN/S: W/E: 33I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
53A:
B: 178
172
A:
B:
197
0
A:
B:
609
0.717 =
+
+
+++ 98197609 178
*1375
1
A:
B:
98
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
0
Split Split SplitAuto Auto Auto Auto
0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0
LT
1 1216 172 24 1 481 41 11 1 195 0
481 114112417212161 01951
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
385
11A:
B: 19
141
A:
B:
260
0.424 =
+
+
+++ 385260 1519
*1375
271A:
B: 15
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
257AMBIENT
RELATED
PROJECT
TOTAL 257
LANE
SIGNAL Split
2
Split Perm Prot-FixAuto Auto Auto Auto
0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
42 473 38 0 19 0 1133 22 15 812 0
0 2211331903847342 081215
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
186
A:
B:
281
232A:
B: 136
255
A:
B:
1264
1.321 =
+
+
+++ 281 1351264 136
1375
49
A:
B:
135
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
463AMBIENT
RELATED
PROJECT
TOTAL 463
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0
LT
3792 296 247 930 87 186 562 212 49 271 178
186 212562879302472963792 17827149
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
71
A:
B:
364
185A:
B: 111
1
A:
B:
1171
1.029 =
+
+
+++ 3641171 3111
*1500
13A:
B: 3
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1AMBIENT
RELATED
PROJECT
TOTAL 1
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0
LT
2158 184 111 366 4 135 7 364 3 2 8
135 364743661111842158 823
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
307
A:
B:
438
465
A:
B:
465
15
A:
B:
245
0.950 =
+
+
+++ 438465245 158
1375
193A:
B: 158
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
15AMBIENT
RELATED
PROJECT
TOTAL 15
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
463 26 557 837 540 307 705 170 158 371 15
307 17070554083755726463 15371158
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
53
A:
B:
646
236A:
B: 320
4
A:
B:
622
1.271 =
+
+
+++ 646622 223320
1425
90A:
B: 223
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
4AMBIENT
RELATED
PROJECT
TOTAL 4
LANE
SIGNAL Perm
1
Prot-Fix Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
1177 68 320 223 13 53 126 806 223 86 3
53 80612613223320681177 386223
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
120A:
B: 326
455A:
B: 190
0
A:
B:
583
0.701 =
+
+
+++ 0583 326190
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Free <none> OLA <none>
0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
2330 946 345 1365 0 882 0 309 0 0 0
882 3090013653459462330 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
413A:
B: 94
0
A:
B:
0
271A:
B: 277
0.577 =
+
+
+++ 5510 94277
*1425
0
A:
B:
551
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
504AMBIENT
RELATED
PROJECT
TOTAL 504
LANE
SIGNAL Split
2
<none> Prot-Fix PermOLA <none> <none> OLA
0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0
LT
0 662 0 0 0 170 1239 0 0 1652 534
170 012390006620 53416520
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
286
0
A:
B:
0
295
A:
B:
295
0.387 =
+
+
+++ 2860295 0
1500
151A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
493AMBIENT
RELATED
PROJECT
TOTAL 493
LANE
SIGNAL Split
1
<none> Perm PermAuto <none> Free Free
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0
LT
0 96 0 0 0 0 857 162 0 347 257
0 162857000960 2573470
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
340A:
B: 380
0
A:
B:
0
0A:
B: 273
0.745 =
+
+
+++ 5090 380273
*1425
0
A:
B:
509
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
496AMBIENT
RELATED
PROJECT
TOTAL 496
LANE
SIGNAL Split
2
<none> Prot-Fix PermFree <none> <none> Auto
0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0
LT
0 665 0 0 0 380 680 0 0 1017 283
380 06800006650 28310170
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
322A:
B: 99
289
A:
B:
531
0
A:
B:
0
0.578 =
+
+
+++ 2945310 99
*1425
0
A:
B:
294
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> Auto <none> Auto
0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 289 989 603 181 967 0 0 618 263
181 096760398928900 2636180
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
1021
268
A:
B:
268
0
A:
B:
0
1.134 =
+
+
+++ 10212680 367
*1375
389A:
B: 367
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
0
Split Prot-Var Prot-VarAuto OLA OLA Auto
0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0
LT
0 0 535 0 237 0 410 1288 667 778 0
0 1288410237053500 0778667
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
42
A:
B:
150
543A:
B: 255
101
A:
B:
688
0.947 =
+
+
+++ 150688 306255
*1375
133A:
B: 306
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
101AMBIENT
RELATED
PROJECT
TOTAL 101
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
2065 599 464 2017 155 77 280 278 556 400 176
77 27828015520174645992065 176400556
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
80
A:
B:
80
112A:
B: 291
0
A:
B:
802
0.753 =
+
+
+++ 80 0802 291
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Prot-Fix Split <none>Auto Auto OLA <none>
0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0
LT
1594 842 291 224 0 160 0 352 0 0 0
160 352002242918421594 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
15
A:
B:
495
31
A:
B:
216
183A:
B: 388
0.856 =
+
+
+++ 495216 174388
*1375
190A:
B: 174
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
705AMBIENT
RELATED
PROJECT
TOTAL 705
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0
LT
366 22 57 216 476 28 1484 218 316 571 262
28 21814844762165722366 262571316
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
635
0
A:
B:
0
124
A:
B:
124
0.842 =
+
+
+++ 6350124 335
1200*
264A:
B: 335
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
166AMBIENT
RELATED
PROJECT
TOTAL 166
LANE
SIGNAL Perm
1
<none> Perm Prot-FixAuto <none> Auto <none>
0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0
LT
3 79 0 0 0 289 1269 292 335 791 0
289 2921269000793 0791335
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
159
A:
B:
716
33
A:
B:
140
0
A:
B:
0
0.643 =
+
+
+++ 7161400 0
1200*
390A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Perm Prot-Fix Perm<none> Auto Auto Auto
0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 2 0 0 1 0
LT
0 0 33 1 279 289 1432 0 335 779 375
289 0143227913300 375779335
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
133A:
B: 313
433A:
B: 271
1
A:
B:
442
0.725 =
+
+
+++ 67442 313271
*1375
37
A:
B:
67
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1AMBIENT
RELATED
PROJECT
TOTAL 1
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitOLA Auto OLA Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0
LT
1715 755 492 1416 317 569 266 375 37 197 4
569 37526631714164927551715 419737
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
712
260A:
B: 126
0.565 =
+
+
+++ 0712 115126
*1500
67A:
B: 115
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
126AMBIENT
RELATED
PROJECT
TOTAL 126
LANE
SIGNAL Perm
1
Perm <none> Perm<none> Auto <none> Auto
0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0
LT
519 0 0 500 712 0 0 0 209 0 67
0 0071250000519 670209
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
206
458A:
B: 334
0
A:
B:
274
0.501 =
+
+
+++ 206 0274 334
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Perm <none>Auto <none> Auto <none>
0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
549 175 608 916 0 0 0 678 0 0 0
0 67800916608175549 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
68A:
B: 166
166A:
B: 32
21
A:
B:
271
0.263 =
+
+
+++ 6271 16632
*1425
0
A:
B:
6
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
21AMBIENT
RELATED
PROJECT
TOTAL 21
LANE
SIGNAL Perm
1
Prot-Fix Perm PermOLA Auto Auto Auto
0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0
LT
542 29 32 497 0 302 7 84 0 0 6
302 84704973229542 600
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
322
A:
B:
322
227A:
B: 84
0
A:
B:
398
0.494 =
+
+
+++ 322 0398 84
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> Auto <none>
0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0
LT
671 125 84 682 0 643 0 234 0 0 0
643 2340068284125671 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
195
A:
B:
477
205
A:
B:
329
220A:
B: 257
0.851 =
+
+
+++ 477329 107257
1375
212A:
B: 107
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
257AMBIENT
RELATED
PROJECT
TOTAL 257
LANE
SIGNAL Split
1
Split Prot-Fix Prot-FixOLA Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
352 88 205 588 329 354 1394 38 107 586 51
354 38139432958820588352 51586107
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
557
0
A:
B:
0
270
A:
B:
280
0.689 =
+
+
+++ 5570280 245
*1425
487A:
B: 245
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
270AMBIENT
RELATED
PROJECT
TOTAL 270
LANE
SIGNAL Split
1
<none> Perm Prot-Fix<none> <none> Auto <none>
0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0
LT
0 280 0 0 0 385 1474 196 446 1460 0
385 19614740002800 01460446
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
582A:
B: 212
126
A:
B:
287
0
A:
B:
0
0.655 =
+
+
+++ 5342870 212
*1425
0
A:
B:
534
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> <none> <none> Auto
0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 126 0 448 385 1747 0 446 1347 255
385 01747448012600 2551347446
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
10
13
A:
B:
565
334A:
B: 131
0.519 =
+
+
+++ 10 104565131
*1375
58
A:
B:
104
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
239AMBIENT
RELATED
PROJECT
TOTAL 239
LANE
SIGNAL Prot-Fix
2
Prot-Fix Split SplitAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0
LT
1333 3 13 1494 201 0 0 10 115 0 170
0 10020114941331333 1700115
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
180
A:
B:
577
95
A:
B:
343
225A:
B: 16
0.723 =
+
+
+++ 577343 15516
*1375
367A:
B: 155
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
16AMBIENT
RELATED
PROJECT
TOTAL 16
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
449 248 95 686 196 180 1154 40 155 735 6
180 40115419668695248449 6735155
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
330A:
B: 346
370A:
B: 62
81
A:
B:
616
0.876 =
+
+
+++ 324616 34662
*1425
228
A:
B:
324
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
81AMBIENT
RELATED
PROJECT
TOTAL 81
LANE
SIGNAL Perm
1
Perm Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
1848 130 62 1109 111 346 622 38 228 648 228
346 386221111109621301848 228648228
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
9
A:
B:
162
187
A:
B:
932
439A:
B: 48
1.125 =
+
+
+++ 162932 50148
*1375
52A:
B: 501
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
48AMBIENT
RELATED
PROJECT
TOTAL 48
LANE
SIGNAL Perm
1
Prot-Fix Perm Prot-FixAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
1745 11 187 2376 420 9 135 256 501 45 8
9 2561354202376187111745 845501
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
155
A:
B:
519
163
A:
B:
706
394A:
B: 136
1.015 =
+
+
+++ 519706 131136
*1375
428A:
B: 131
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
136AMBIENT
RELATED
PROJECT
TOTAL 136
LANE
SIGNAL Perm
1
Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
1431 145 163 1948 170 155 1038 209 131 857 224
155 209103817019481631451431 224857131
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
425
0
A:
B:
386
0
A:
B:
0
0.471 =
+
+
+++ 4253860 0
*1500
337A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Perm<none> <none> Free <none>
0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0
LT
0 0 0 1545 0 0 1698 2397 0 1346 0
0 2397169801545000 013460
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
41A:
B: 508
476A:
B: 59
0
A:
B:
560
0.721 =
+
+
+++ 0560 50859
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
2238 165 107 1905 0 1372 0 100 0 0 0
1372 1000019051071652238 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
192A:
B: 215
82A:
B: 268
40
A:
B:
374
0.586 =
+
+
+++ 45374 215268
*1375
12
A:
B:
45
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
40AMBIENT
RELATED
PROJECT
TOTAL 40
LANE
SIGNAL Perm
1
Prot-Fix Split SplitAuto Auto OLA Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
748 203 268 153 10 215 192 446 12 70 19
215 44619210153268203748 197012
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
43
A:
B:
451
479A:
B: 123
157
A:
B:
645
0.836 =
+
+
+++ 451645 72123
*1425
463A:
B: 72
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
157AMBIENT
RELATED
PROJECT
TOTAL 157
LANE
SIGNAL Prot-Fix
1
Prot-Fix Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 2 0 0 1 0
LT
1934 54 123 1436 248 43 1079 273 131 926 100
43 27310792481436123541934 100926131
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
128A:
B: 94
490A:
B: 177
59
A:
B:
793
0.973 =
+
+
+++ 274793 94177
1375
117
A:
B:
274
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
59AMBIENT
RELATED
PROJECT
TOTAL 59
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
3172 176 322 1901 59 94 128 92 117 191 84
94 921285919013221763172 84191117
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 40
156A:
B: 196
0
A:
B:
412
0.385 =
+
+
+++ 0412 40196
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>OLA <none> OLA <none>
0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
677 821 196 312 0 73 0 323 0 0 0
73 32300312196821677 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
180
A:
B:
605
350A:
B: 164
84
A:
B:
1057
1.444 =
+
+
+++ 6051057 160164
1375
266A:
B: 160
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
152AMBIENT
RELATED
PROJECT
TOTAL 152
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA Auto <none> Auto
0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
4226 521 298 1050 52 327 567 605 290 798 126
327 6055675210502985214226 126798290
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
1230
0
A:
B:
0
0
A:
B:
959
1.389 =
+
+
+++ 1230 00959
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
<none> Perm <none><none> <none> <none> <none>
0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0
LT
2876 0 0 0 0 0 0 3323 0 0 0
0 3323000002876 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
67
A:
B:
143
610A:
B: 67
53
A:
B:
655
0.690 =
+
+
+++ 143655 21867
*1425
45A:
B: 218
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
53AMBIENT
RELATED
PROJECT
TOTAL 53
LANE
SIGNAL Perm
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 0 1 0 2 0 1 0 0 1 0
LT
1952 14 67 1578 251 67 131 143 396 41 45
67 143131251157867141952 4541396
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
142
A:
B:
428
427A:
B: 353
126
A:
B:
537
0.829 =
+
+
+++ 428537 30353
*1500
275A:
B: 30
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
126AMBIENT
RELATED
PROJECT
TOTAL 126
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
1611 38 353 1280 159 142 641 214 30 526 25
142 2146411591280353381611 2552630
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
597
A:
B:
597
199A:
B: 209
0
A:
B:
602
0.869 =
+
+
+++ 597 0602 209
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Auto Auto Auto <none>
0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0
LT
1204 178 209 397 0 1011 0 184 0 0 0
1011 184003972091781204 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
573
0
A:
B:
10
51A:
B: 670
0.835 =
+
+
+++ 573 30610670
1500
0
A:
B:
306
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1218AMBIENT
RELATED
PROJECT
TOTAL 1218
LANE
SIGNAL Split
2
<none> <none> Perm<none> Auto Auto Free
0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0
LT
8 51 0 0 10 0 1720 0 0 804 419
0 017201000518 4198040
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAM
LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
775
105
A:
B:
183
0
A:
B:
0
0.764 =
+
+
+++ 7751830 130
1425
127A:
B: 130
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Prot-Fix<none> Auto Auto <none>
0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
0 0 190 0 451 0 1645 679 130 381 0
0 6791645451019000 0381130
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action - No ProjectAM
LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
167
A:
B:
227
3A:
B: 2
116
A:
B:
327
0.405 =
+
+
+++ 227327 12
1375
2A:
B: 1
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
116AMBIENT
RELATED
PROJECT
TOTAL 116
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
544 109 2 5 2 167 296 157 1 2 1
167 157296252109544 121
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action No ProjectAM
LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
284
211A:
B: 286
0.383 =
+
+
+++ 0284 76286
*1425
0A:
B: 76
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
286AMBIENT
RELATED
PROJECT
TOTAL 286
LANE
SIGNAL Prot-Fix
1
Perm Perm PermAuto Auto Auto OLA
0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0
LT
633 0 0 622 231 0 0 0 76 0 94
0 0023162200633 94076
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAM
LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
13
26
A:
B:
581
566A:
B: 257
0.640 =
+
+
+++ 13 125581257
*1375
125
A:
B:
125
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
257AMBIENT
RELATED
PROJECT
TOTAL 257
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0
LT
1666 32 26 1509 234 0 0 13 248 3 187
0 130234150926321666 1873248
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
CENTINELA BLVD CULVERN/S: W/E: 17I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
57
A:
B:
421
198
A:
B:
679
488A:
B: 25
0.937 =
+
+
+++ 421679 38625
*1500
427A:
B: 386
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
25AMBIENT
RELATED
PROJECT
TOTAL 25
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
975 77 198 1124 235 57 683 159 386 842 13
57 159683235112419877975 13842386
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
88
A:
B:
456
120
A:
B:
789
915A:
B: 642
1.302 =
+
+
+++ 456789 0642
*1375
296A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
642AMBIENT
RELATED
PROJECT
TOTAL 642
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0
LT
2708 36 120 2288 78 88 1369 143 0 767 123
88 1431369782288120362708 1237670
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
98
A:
B:
427
95
A:
B:
359
290A:
B: 260
0.955 =
+
+
+++ 427359 267260
1375
346A:
B: 267
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
260AMBIENT
RELATED
PROJECT
TOTAL 260
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
1121 38 95 1078 69 98 1211 71 267 720 317
98 71121169107895381121 317720267
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
32
A:
B:
57
35
A:
B:
510
630A:
B: 202
0.511 =
+
+
+++ 57510 59202
*1425
31A:
B: 59
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
367AMBIENT
RELATED
PROJECT
TOTAL 367
LANE
SIGNAL Prot-Fix
2
Prot-Fix Perm PermAuto Auto Auto Free
0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
1889 29 35 1484 47 32 29 27 59 31 563
32 272947148435291889 5633159
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
111
A:
B:
318
361A:
B: 249
90
A:
B:
344
0.738 =
+
+
+++ 318344 104249
1375
105A:
B: 104
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
163AMBIENT
RELATED
PROJECT
TOTAL 163
LANE
SIGNAL Prot-Fix
2
Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
990 399 249 840 244 111 743 210 104 294 22
111 210743244840249399990 22294104
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
914
888A:
B: 0
0.751 =
+
+
+++ 0914 3170
*1500
135A:
B: 317
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm <none> SplitAuto OLA <none> Auto
0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0
LT
2623 40 0 2469 1185 0 0 0 857 135 0
0 00118524690402623 0135857
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 269
536A:
B: 359
0
A:
B:
648
0.825 =
+
+
+++ 0648 269359
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
1737 208 653 1608 0 489 0 645 0 0 0
489 6450016086532081737 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
159
A:
B:
221
490A:
B: 179
48
A:
B:
639
0.771 =
+
+
+++ 221 117639 179
*1375
86
A:
B:
117
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
88AMBIENT
RELATED
PROJECT
TOTAL 88
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto OLA Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0
LT
1916 242 325 1907 52 292 27 400 86 61 141
292 400275219073252421916 1416186
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
350A:
B: 90
505A:
B: 179
32
A:
B:
630
0.993 =
+
+
+++ 563630 90179
*1375
0
A:
B:
563
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
32AMBIENT
RELATED
PROJECT
TOTAL 32
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0
LT
1889 230 179 1363 152 164 588 112 0 1067 60
164 11258815213631792301889 6010670
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
249A:
B: 207
682A:
B: 104
78
A:
B:
726
0.932 =
+
+
+++ 341726 207104
*1375
124
A:
B:
341
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
141AMBIENT
RELATED
PROJECT
TOTAL 141
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
1351 101 189 1310 53 377 498 262 225 1022 219
377 2624985313101891011351 2191022225
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
258A:
B: 102
414A:
B: 78
296
A:
B:
755
0.911 =
+
+
+++ 414755 10278
*1375
58
A:
B:
414
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
538AMBIENT
RELATED
PROJECT
TOTAL 538
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA
0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0
LT
1929 336 141 1158 85 185 515 118 106 828 609
185 1185158511581413361929 609828106
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
CENTINELA BLVD ROUTE 90 EBN/S: W/E: 118I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
384A:
B: 276
0
A:
B:
239
0.340 =
+
+
+++ 0 69239 276
*1425
69
A:
B:
69
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix <none> SplitAuto Auto <none> Auto
0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
LT
430 239 501 1153 0 0 0 0 69 0 49
0 0001153501239430 49069
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
CENTINELA BLVD ROUTE 90 WBN/S: W/E: 119I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
279
A:
B:
279
0
A:
B:
468
350A:
B: 40
0.569 =
+
+
+++ 279 12346840
*1425
18
A:
B:
123
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
40AMBIENT
RELATED
PROJECT
TOTAL 40
LANE
SIGNAL Perm
1
Perm Split SplitFree Auto Auto Auto
0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1
LT
976 75 0 1385 18 450 5 383 18 0 106
450 3835181385075976 106018
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
71
A:
B:
263
478A:
B: 59
78
A:
B:
759
0.727 =
+
+
+++ 263759 11559
*1500
158A:
B: 115
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
78AMBIENT
RELATED
PROJECT
TOTAL 78
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
2219 59 59 1434 138 71 197 189 115 158 155
71 189197138143459592219 155158115
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
29
A:
B:
312
628A:
B: 79
33
A:
B:
745
0.807 =
+
+
+++ 312745 17979
*1500
213A:
B: 179
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
33AMBIENT
RELATED
PROJECT
TOTAL 33
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0
LT
2234 14 79 1820 63 29 170 143 179 213 84
29 14317063182079142234 84213179
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
104
A:
B:
556
390A:
B: 223
209
A:
B:
411
0.865 =
+
+
+++ 556411 95223
*1375
158A:
B: 95
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
209AMBIENT
RELATED
PROJECT
TOTAL 209
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
1234 59 223 955 214 104 556 255 95 264 53
104 255556214955223591234 5326495
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
116
A:
B:
889
73
A:
B:
456
468A:
B: 155
1.048 =
+
+
+++ 889456 72155
1500
311A:
B: 72
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
155AMBIENT
RELATED
PROJECT
TOTAL 155
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0
LT
379 89 73 348 108 116 795 94 72 212 99
116 947951083487389379 9921272
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
93
A:
B:
562
97
A:
B:
495
323A:
B: 118
0.847 =
+
+
+++ 562495 95118
1500
400A:
B: 95
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
118AMBIENT
RELATED
PROJECT
TOTAL 118
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
256 67 97 271 127 93 993 131 95 682 119
93 1319931272719767256 11968295
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
INGLEWOOD CENTURYN/S: W/E: 503I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
129
A:
B:
507
73
A:
B:
534
438A:
B: 119
0.799 =
+
+
+++ 507534 39119
1500
147A:
B: 39
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
119AMBIENT
RELATED
PROJECT
TOTAL 119
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
262 175 73 442 92 129 1438 84 39 420 22
129 8414389244273175262 2242039
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
AM
INGLEWOOD IMPERIALN/S: W/E: 505I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
137
A:
B:
344
34
A:
B:
521
426A:
B: 499
0.989 =
+
+
+++ 344521 120499
1500
152A:
B: 120
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
499AMBIENT
RELATED
PROJECT
TOTAL 499
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
426 93 34 422 99 137 953 79 120 297 152
137 79953994223493426 152297120
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAM
LA BREA ARBOR VITAEN/S: W/E: 506I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
217A:
B: 100
292A:
B: 157
160
A:
B:
364
0.707 =
+
+
+++ 387364 100157
1425
172
A:
B:
387
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
160AMBIENT
RELATED
PROJECT
TOTAL 160
LANE
SIGNAL Perm
1
Perm Prot-Fix Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0
LT
1059 33 157 877 53 100 433 184 172 387 177
100 18443353877157331059 177387172
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action No ProjectAM
PRAIRIE LENNOXN/S: W/E: 510I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
609
505A:
B: 584
1.053 =
+
+
+++ 0 308609584
1425
197
A:
B:
308
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
584AMBIENT
RELATED
PROJECT
TOTAL 584
LANE
SIGNAL Perm
1
Perm Split SplitAuto Auto Auto Auto
0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0
LT
1514 0 0 1376 451 0 0 0 197 0 308
0 004511376001514 3080197
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
297
A:
B:
537
227A:
B: 144
100
A:
B:
552
0.821 =
+
+
+++ 537552 103144
*1500
320A:
B: 103
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
100AMBIENT
RELATED
PROJECT
TOTAL 100
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
890 213 144 680 38 297 807 267 103 641 199
297 26780738680144213890 199641103
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
412
166A:
B: 330
0
A:
B:
0
0.641 =
+
+
+++ 4120 235330
*1375
374A:
B: 235
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto OLA Auto
0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0
LT
0 0 891 0 283 0 1648 508 427 1497 0
0 5081648283089100 01497427
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
436A:
B: 222
8
A:
B:
104
354A:
B: 283
0.718 =
+
+
+++ 475104 222283
*1375
58
A:
B:
475
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
283AMBIENT
RELATED
PROJECT
TOTAL 283
LANE
SIGNAL Perm
0
Perm Prot-Var Prot-VarOLA Auto Auto Auto
1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0
LT
176 605 8 130 48 404 870 2 58 1260 164
404 2870481308605176 164126058
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
631A:
B: 214
301A:
B: 90
101
A:
B:
459
0.930 =
+
+
+++ 737459 21490
*1500
67
A:
B:
737
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
101AMBIENT
RELATED
PROJECT
TOTAL 101
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
837 81 90 559 42 214 1262 108 67 1474 78
214 1081262425599081837 78147467
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
592A:
B: 268
467A:
B: 246
212
A:
B:
443
1.085 =
+
+
+++ 631443 268246
*1375
169
A:
B:
631
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
386AMBIENT
RELATED
PROJECT
TOTAL 386
LANE
SIGNAL Prot-Var
2
Prot-Var Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
885 246 246 746 188 268 1037 147 169 1085 176
268 1471037188746246246885 1761085169
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
532A:
B: 51
498A:
B: 289
294
A:
B:
506
1.035 =
+
+
+++ 707506 51289
1500
183
A:
B:
707
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
294AMBIENT
RELATED
PROJECT
TOTAL 294
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0
LT
750 261 289 773 223 51 1064 185 183 1223 190
51 1851064223773289261750 1901223183
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD 111TH STN/S: W/E: 10I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
71
A:
B:
360
440A:
B: 139
2
A:
B:
468
0.595 =
+
+
+++ 360468 30139
*1500
12A:
B: 30
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
2AMBIENT
RELATED
PROJECT
TOTAL 2
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0
LT
1378 28 139 1300 21 71 13 360 30 10 2
71 36013211300139281378 21030
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
567A:
B: 43
396A:
B: 102
197
A:
B:
645
1.062 =
+
+
+++ 766645 43102
*1375
192
A:
B:
766
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
532AMBIENT
RELATED
PROJECT
TOTAL 532
LANE
SIGNAL Prot-Var
3
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0
LT
1114 176 186 792 194 43 2022 247 192 2695 368
43 24720221947921861761114 3682695192
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
267A:
B: 135
430A:
B: 310
236
A:
B:
449
1.140 =
+
+
+++ 674449 135310
1375
208
A:
B:
674
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
236AMBIENT
RELATED
PROJECT
TOTAL 236
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0
LT
1049 297 310 1290 196 245 738 64 208 2021 356
245 6473819612903102971049 3562021208
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
421A:
B: 61
239
A:
B:
706
287A:
B: 339
1.158 =
+
+
+++ 582706 61339
*1375
214
A:
B:
582
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
617AMBIENT
RELATED
PROJECT
TOTAL 617
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto
0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0
LT
574 251 435 1411 408 110 1263 209 389 1204 541
110 20912634081411435251574 5411204389
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
82
A:
B:
450
0
A:
B:
268
343A:
B: 272
1.087 =
+
+
+++ 450268 505272
1375
786A:
B: 505
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
272AMBIENT
RELATED
PROJECT
TOTAL 272
LANE
SIGNAL Prot-Fix
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
542 144 0 537 358 82 901 6 505 1573 455
82 69013585370144542 4551573505
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
422A:
B: 448
510A:
B: 372
102
A:
B:
359
1.232 =
+
+
+++ 515359 448372
1375
344
A:
B:
515
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
186AMBIENT
RELATED
PROJECT
TOTAL 186
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0
LT
843 583 677 2041 472 815 1508 178 626 1906 155
815 17815084722041677583843 1551906626
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
91
A:
B:
471
87A:
B: 285
82
A:
B:
225
0.913 =
+
+
+++ 471225 371285
*1375
725A:
B: 371
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
149AMBIENT
RELATED
PROJECT
TOTAL 149
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA
0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
676 174 518 173 443 165 1413 514 675 2175 18
165 5141413443173518174676 182175675
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
208
A:
B:
439
116
A:
B:
615
442A:
B: 348
1.150 =
+
+
+++ 439615 275348
*1375
345A:
B: 275
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
632AMBIENT
RELATED
PROJECT
TOTAL 632
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0
LT
1327 279 211 1846 186 378 671 207 275 1035 860
378 20767118618462112791327 8601035275
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
365A:
B: 75
222
A:
B:
332
275A:
B: 272
0.961 =
+
+
+++ 738332 75272
*1375
344
A:
B:
738
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
272AMBIENT
RELATED
PROJECT
TOTAL 272
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA
0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0
LT
549 437 222 664 670 75 1192 266 344 2214 990
75 2661192670664222437549 9902214344
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
562
A:
B:
562
792A:
B: 0
0
A:
B:
871
0.885 =
+
+
+++ 562 0871 0
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Free Auto Auto <none>
0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0
LT
3486 6 0 3168 53 1081 43 464 0 0 0
1081 46443533168063486 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
7A:
B: 762
23
A:
B:
621
545A:
B: 0
0.852 =
+
+
+++ 0621 7620
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Free Auto Auto <none>
0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
1089 609 23 1102 0 1386 0 7 0 0 0
1386 7001102236091089 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
VISTA DEL MAR CULVER BLVDN/S: W/E: 33I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
227A:
B: 386
52
A:
B:
59
0
A:
B:
348
0.558 =
+
+
+++ 7159348 386
*1375
2
A:
B:
71
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
4AMBIENT
RELATED
PROJECT
TOTAL 4
LANE
SIGNAL Split
0
Split Split SplitAuto Auto Auto Auto
0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0
LT
24 671 52 6 1 1043 158 68 2 136 5
1043 68158165267124 51362
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
693
0A:
B: 21
162
A:
B:
243
0.673 =
+
+
+++ 693243 6421
*1375
378A:
B: 64
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
294AMBIENT
RELATED
PROJECT
TOTAL 294
LANE
SIGNAL Split
2
Split Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
12 441 32 0 31 0 2049 29 64 1134 0
0 2920493103244112 0113464
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
388
A:
B:
388
137
A:
B:
875
799A:
B: 176
1.249 =
+
+
+++ 388 278875176
1375
92
A:
B:
278
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
320AMBIENT
RELATED
PROJECT
TOTAL 320
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0
LT
2398 51 248 3500 100 702 462 247 92 556 316
702 2474621003500248512398 31655692
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
103
A:
B:
124
257
A:
B:
708
334A:
B: 0
0.487 =
+
+
+++ 124708 30
*1500
11A:
B: 3
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0
LT
532 136 257 1411 5 199 8 124 3 8 0
199 124851411257136532 083
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
214
A:
B:
372
515
A:
B:
515
36
A:
B:
391
1.220 =
+
+
+++ 372515391 400
1375
423A:
B: 400
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
36AMBIENT
RELATED
PROJECT
TOTAL 36
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
684 98 592 953 439 214 638 107 400 820 26
214 10763843995359298684 26820400
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
177
A:
B:
443
135
A:
B:
1464
211A:
B: 4
1.359 =
+
+
+++ 4431464 254
1425
132A:
B: 25
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
4AMBIENT
RELATED
PROJECT
TOTAL 4
LANE
SIGNAL Perm
1
Prot-Fix Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
266 156 135 963 501 177 78 510 25 120 13
177 51078501963135156266 1312025
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 331
705A:
B: 488
0
A:
B:
618
0.938 =
+
+
+++ 0618 331488
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Free <none> OLA <none>
0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
2472 884 887 2114 0 894 0 168 0 0 0
894 1680021148878842472 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
392A:
B: 425
0
A:
B:
0
0A:
B: 148
0.704 =
+
+
+++ 5300 425148
*1425
0
A:
B:
530
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
270AMBIENT
RELATED
PROJECT
TOTAL 270
LANE
SIGNAL Split
2
<none> Prot-Fix PermOLA <none> <none> OLA
0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0
LT
0 186 0 0 0 772 1177 0 0 1438 680
772 011770001860 68014380
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
126A:
B: 0
0
A:
B:
0
171
A:
B:
171
0.379 =
+
+
+++ 3980171 0
1500
0
A:
B:
398
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
199AMBIENT
RELATED
PROJECT
TOTAL 199
LANE
SIGNAL Split
1
<none> Perm PermAuto <none> Free Free
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0
LT
0 143 0 0 0 0 345 157 0 1163 431
0 1573450001430 43111630
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
473A:
B: 943
0
A:
B:
0
0A:
B: 321
1.130 =
+
+
+++ 4460 943321
*1425
0
A:
B:
446
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
583AMBIENT
RELATED
PROJECT
TOTAL 583
LANE
SIGNAL Split
2
<none> Prot-Fix PermFree <none> <none> Auto
0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0
LT
0 654 0 0 0 943 946 0 0 813 606
943 09460006540 6068130
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
562A:
B: 407
67
A:
B:
180
0
A:
B:
0
0.654 =
+
+
+++ 4451800 407
*1425
0
A:
B:
445
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> Auto <none> Auto
0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 67 268 273 740 1687 0 0 1094 241
740 016872732686700 24110940
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
423
606
A:
B:
606
0
A:
B:
0
0.763 =
+
+
+++ 4236060 117
*1375
244A:
B: 117
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
0
Split Prot-Var Prot-VarAuto OLA OLA Auto
0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0
LT
0 0 1211 0 484 0 846 969 212 487 0
0 9698464840121100 0487212
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
191
A:
B:
456
666A:
B: 194
91
A:
B:
940
1.193 =
+
+
+++ 456940 147194
*1375
141A:
B: 147
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
91AMBIENT
RELATED
PROJECT
TOTAL 91
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
2045 1036 353 2570 96 348 657 553 268 401 187
348 55365796257035310362045 187401268
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
358
A:
B:
358
256
A:
B:
647
171A:
B: 0
0.635 =
+
+
+++ 358 06470
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Prot-Fix Split <none>Auto Auto OLA <none>
0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0
LT
342 340 256 1294 0 715 0 395 0 0 0
715 395001294256340342 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
147A:
B: 14
83
A:
B:
284
85A:
B: 204
0.669 =
+
+
+++ 514284 14204
*1375
73
A:
B:
514
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
371AMBIENT
RELATED
PROJECT
TOTAL 371
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0
LT
102 152 151 455 398 25 441 100 132 1543 938
25 100441398455151152102 9381543132
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
553
0
A:
B:
0
156
A:
B:
273
0.933 =
+
+
+++ 5530273 377
*1200
567A:
B: 377
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
156AMBIENT
RELATED
PROJECT
TOTAL 156
LANE
SIGNAL Perm
1
<none> Perm Prot-FixAuto <none> Auto <none>
0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0
LT
3 270 0 0 0 398 1106 186 377 1701 0
398 18611060002703 01701377
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
587A:
B: 233
131
A:
B:
131
0
A:
B:
0
0.673 =
+
+
+++ 5271310 233
*1200
0
A:
B:
527
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Perm Prot-Fix Perm<none> Auto Auto Auto
0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 3 0 0 1 0
LT
0 0 170 0 224 423 1175 0 334 1581 318
423 01175224017000 3181581334
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
311A:
B: 461
656A:
B: 217
115
A:
B:
823
1.150 =
+
+
+++ 176823 461217
*1375
69
A:
B:
176
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
115AMBIENT
RELATED
PROJECT
TOTAL 115
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitOLA Auto OLA Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0
LT
2937 1284 394 1900 656 839 622 542 69 461 66
839 542622656190039412842937 6646169
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
307
144A:
B: 139
0.457 =
+
+
+++ 0307 344139
*1500
224A:
B: 344
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
139AMBIENT
RELATED
PROJECT
TOTAL 139
LANE
SIGNAL Perm
1
Perm <none> Perm<none> Auto <none> Auto
0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0
LT
288 0 0 510 307 0 0 0 625 0 224
0 0030751000288 2240625
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
34
424A:
B: 489
0
A:
B:
445
0.609 =
+
+
+++ 34 0445 489
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> Auto <none>
0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
891 159 890 848 0 0 0 507 0 0 0
0 50700848890159891 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 96
256A:
B: 114
14
A:
B:
200
0.222 =
+
+
+++ 6200 96114
*1425
0
A:
B:
6
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
14AMBIENT
RELATED
PROJECT
TOTAL 14
LANE
SIGNAL Perm
1
Prot-Fix Perm PermOLA Auto Auto Auto
0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0
LT
399 41 114 768 0 174 0 50 0 1 5
174 500076811441399 510
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
170
A:
B:
183
230A:
B: 341
0
A:
B:
445
0.610 =
+
+
+++ 183 0445 341
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> Auto <none>
0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0
LT
603 287 341 691 0 170 0 365 0 0 0
170 36500691341287603 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
374A:
B: 207
225
A:
B:
323
46
A:
B:
297
0.905 =
+
+
+++ 418323297 207
1375
68
A:
B:
418
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
46AMBIENT
RELATED
PROJECT
TOTAL 46
LANE
SIGNAL Split
1
Split Prot-Fix Prot-FixOLA Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
512 82 225 848 120 376 986 135 68 1092 161
376 13598612084822582512 161109268
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
464
0
A:
B:
0
305
A:
B:
394
0.717 =
+
+
+++ 4640394 263
*1425
689A:
B: 263
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
305AMBIENT
RELATED
PROJECT
TOTAL 305
LANE
SIGNAL Split
1
<none> Perm Prot-Fix<none> <none> Auto <none>
0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0
LT
2 394 0 0 0 461 1271 120 478 2066 0
461 12012710003942 02066478
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
501A:
B: 254
275
A:
B:
360
0
A:
B:
0
0.877 =
+
+
+++ 7353600 254
*1425
0
A:
B:
735
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> <none> <none> Auto
0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 275 0 445 461 1504 0 472 1784 422
461 01504445027500 4221784472
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
9
A:
B:
14
17
A:
B:
747
541A:
B: 37
0.617 =
+
+
+++ 14 14774737
*1375
93
A:
B:
147
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
68AMBIENT
RELATED
PROJECT
TOTAL 68
LANE
SIGNAL Prot-Fix
2
Prot-Fix Split SplitAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0
LT
2161 2 17 2096 145 9 2 4 183 3 166
9 4214520961722161 1663183
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
458A:
B: 294
282A:
B: 79
35
A:
B:
487
0.940 =
+
+
+++ 529487 29479
*1375
290
A:
B:
529
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
35AMBIENT
RELATED
PROJECT
TOTAL 35
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
973 282 79 563 150 294 915 118 290 1058 26
294 11891515056379282973 261058290
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
452A:
B: 372
506A:
B: 197
147
A:
B:
582
1.036 =
+
+
+++ 425582 372197
*1425
141
A:
B:
425
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
147AMBIENT
RELATED
PROJECT
TOTAL 147
LANE
SIGNAL Perm
1
Perm Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
1745 223 197 1519 117 372 700 203 141 850 66
372 20370011715191972231745 66850141
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
36
A:
B:
169
1060A:
B: 388
27
A:
B:
1095
1.401 =
+
+
+++ 1691095 371388
*1375
86A:
B: 371
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
27AMBIENT
RELATED
PROJECT
TOTAL 27
LANE
SIGNAL Perm
1
Prot-Fix Perm Prot-FixAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
4296 82 388 2786 394 36 62 363 371 65 21
36 363623942786388824296 2165371
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
313
A:
B:
564
857A:
B: 165
40
A:
B:
822
1.427 =
+
+
+++ 564822 507165
*1375
388A:
B: 507
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
40AMBIENT
RELATED
PROJECT
TOTAL 40
LANE
SIGNAL Perm
1
Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
3160 130 165 2417 153 313 555 729 507 775 207
313 72955515324171651303160 207775507
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
292A:
B: 0
0
A:
B:
451
0
A:
B:
0
0.579 =
+
+
+++ 5224510 0
*1500
0
A:
B:
522
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Perm<none> <none> Free <none>
0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0
LT
0 0 0 1804 0 0 1167 2654 0 2089 0
0 2654116701804000 020890
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 327
730A:
B: 123
0
A:
B:
1260
1.130 =
+
+
+++ 01260 327123
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
4221 1423 224 2919 0 883 0 110 0 0 0
883 11000291922414234221 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
97A:
B: 237
225A:
B: 490
15
A:
B:
202
0.694 =
+
+
+++ 122202 237490
*1375
33
A:
B:
122
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
15AMBIENT
RELATED
PROJECT
TOTAL 15
LANE
SIGNAL Perm
1
Prot-Fix Split SplitAuto Auto OLA Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
404 269 490 426 24 237 97 322 33 175 69
237 3229724426490269404 6917533
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
156
A:
B:
684
625A:
B: 157
96
A:
B:
689
1.116 =
+
+
+++ 684689 101157
*1375
574A:
B: 101
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
96AMBIENT
RELATED
PROJECT
TOTAL 96
LANE
SIGNAL Prot-Fix
1
Prot-Fix Perm Prot-FixAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 2 0 2 0 0 1 0
LT
2067 137 157 1874 220 156 1020 347 183 1147 130
156 347102022018741571372067 1301147183
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
140
A:
B:
291
152
A:
B:
863
715A:
B: 163
1.081 =
+
+
+++ 291863 169163
1375
209A:
B: 169
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
163AMBIENT
RELATED
PROJECT
TOTAL 163
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
2860 87 276 3256 197 140 291 103 169 152 56
140 1032911973256276872860 56152169
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
229A:
B: 317
320A:
B: 88
0
A:
B:
275
0.407 =
+
+
+++ 0275 31788
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>OLA <none> OLA <none>
0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
550 309 88 640 0 883 0 385 0 0 0
883 3850064088309550 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
231
A:
B:
642
324
A:
B:
1324
398A:
B: 211
1.663 =
+
+
+++ 6421324 110211
1375
284A:
B: 110
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
384AMBIENT
RELATED
PROJECT
TOTAL 384
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA Auto <none> <none>
0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
1591 484 589 3972 175 420 877 642 200 833 284
420 64287717539725894841591 284833200
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
805
0
A:
B:
0
0
A:
B:
955
1.103 =
+
+
+++ 805 00955
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
<none> Perm <none><none> <none> <none> <none>
0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0
LT
2865 0 0 0 0 0 0 2176 0 0 0
0 2176000002865 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
67
A:
B:
83
783A:
B: 137
115
A:
B:
846
0.766 =
+
+
+++ 83846 125137
*1425
131A:
B: 125
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
115AMBIENT
RELATED
PROJECT
TOTAL 115
LANE
SIGNAL Perm
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0
LT
2505 32 137 2062 286 67 83 73 227 131 71
67 73832862062137322505 71131227
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
556A:
B: 219
471A:
B: 354
173
A:
B:
636
1.037 =
+
+
+++ 451636 219354
*1500
63
A:
B:
451
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
173AMBIENT
RELATED
PROJECT
TOTAL 173
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
1907 90 354 1412 169 219 810 303 63 860 41
219 3038101691412354901907 4186063
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
505
A:
B:
505
516A:
B: 159
0
A:
B:
491
0.700 =
+
+
+++ 505 0491 159
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Auto Auto Auto <none>
0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0
LT
981 302 159 1032 0 522 0 487 0 0 0
522 487001032159302981 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
383
1
A:
B:
25
198A:
B: 347
0.739 =
+
+
+++ 383 73725347
1500
0
A:
B:
737
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
630AMBIENT
RELATED
PROJECT
TOTAL 630
LANE
SIGNAL Split
2
<none> <none> Perm<none> Auto Auto Free
0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0
LT
0 198 1 0 24 0 1148 18 0 1859 1090
0 18114824011980 109018590
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
337A:
B: 0
143A:
B: 572
0
A:
B:
0
0.783 =
+
+
+++ 5440 0572
1425
146
A:
B:
544
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Prot-Fix<none> Auto Auto <none>
0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
0 0 1040 0 392 0 805 206 146 1632 0
0 2068053920104000 01632146
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
104A:
B: 121
290A:
B: 268
22
A:
B:
88
0.467 =
+
+
+++ 16588 121268
1375
31
A:
B:
165
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
22AMBIENT
RELATED
PROJECT
TOTAL 22
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
125 50 268 440 139 121 157 52 31 249 82
121 5215713944026850125 8224931
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
335
273A:
B: 150
0.432 =
+
+
+++ 0335 230150
*1425
27A:
B: 230
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
150AMBIENT
RELATED
PROJECT
TOTAL 150
LANE
SIGNAL Prot-Fix
1
Perm Perm PermAuto Auto Auto OLA
0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0
LT
819 0 0 855 150 0 0 0 230 0 177
0 0015085500819 1770230
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
2
A:
B:
29
44
A:
B:
810
680A:
B: 179
0.874 =
+
+
+++ 29 280810179
*1375
280
A:
B:
280
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
179AMBIENT
RELATED
PROJECT
TOTAL 179
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0
LT
2027 13 44 1873 558 2 2 27 558 1 142
2 272558187344132027 1421558
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
CENTINELA AV CULVER BLVDN/S: W/E: 17I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
97
A:
B:
561
168
A:
B:
671
531A:
B: 28
0.942 =
+
+
+++ 561671 25828
*1500
401A:
B: 258
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
28AMBIENT
RELATED
PROJECT
TOTAL 28
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
1061 92 168 1074 268 97 921 201 258 756 46
97 2019212681074168921061 46756258
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
346A:
B: 116
753A:
B: 192
174
A:
B:
871
1.259 =
+
+
+++ 649871 116192
*1375
0
A:
B:
649
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
174AMBIENT
RELATED
PROJECT
TOTAL 174
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0
LT
2508 105 192 2096 163 116 1037 234 0 1674 273
116 234103716320961921052508 27316740
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
72
A:
B:
375
105
A:
B:
378
261A:
B: 291
1.039 =
+
+
+++ 375378 384291
1375
446A:
B: 384
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
291AMBIENT
RELATED
PROJECT
TOTAL 291
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
1026 19 105 1134 159 72 1044 79 384 1129 208
72 7910441591134105191026 2081129384
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
54
A:
B:
78
65
A:
B:
718
833A:
B: 458
0.915 =
+
+
+++ 78718 150458
*1425
44A:
B: 150
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
833AMBIENT
RELATED
PROJECT
TOTAL 833
LANE
SIGNAL Prot-Fix
2
Prot-Fix Perm PermAuto Auto Auto Free
0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
2498 73 65 2004 150 54 43 35 150 44 806
54 3543150200465732498 80644150
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
257A:
B: 276
183
A:
B:
499
260A:
B: 89
0.961 =
+
+
+++ 457499 27689
1375
348
A:
B:
457
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
162AMBIENT
RELATED
PROJECT
TOTAL 162
LANE
SIGNAL Prot-Fix
2
Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
532 398 183 1303 193 276 544 226 348 1129 242
276 2265441931303183398532 2421129348
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
983
837A:
B: 0
0.914 =
+
+
+++ 0983 4930
*1500
344A:
B: 493
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm <none> SplitAuto OLA <none> Auto
0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0
LT
2351 159 0 2460 1474 0 0 0 1332 344 0
0 001474246001592351 03441332
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
63A:
B: 216
699A:
B: 388
0
A:
B:
871
0.965 =
+
+
+++ 0871 216388
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
2382 230 705 2098 0 392 0 819 0 0 0
392 8190020987052302382 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
310
A:
B:
310
599A:
B: 140
114
A:
B:
842
0.923 =
+
+
+++ 310 73842 140
*1375
53
A:
B:
73
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
208AMBIENT
RELATED
PROJECT
TOTAL 208
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto OLA Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0
LT
2526 390 255 2291 104 513 108 446 53 73 103
513 44610810422912553902526 1037353
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
342A:
B: 139
622A:
B: 217
169
A:
B:
718
0.999 =
+
+
+++ 396718 139217
*1375
0
A:
B:
396
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
169AMBIENT
RELATED
PROJECT
TOTAL 169
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0
LT
2154 293 217 1713 153 252 612 72 0 731 60
252 7261215317132172932154 607310
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
160
A:
B:
404
853A:
B: 139
169
A:
B:
913
1.051 =
+
+
+++ 404913 85139
*1375
298A:
B: 85
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
307AMBIENT
RELATED
PROJECT
TOTAL 307
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
1677 149 253 1608 98 291 808 240 154 893 129
291 2408089816082531491677 129893154
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
428A:
B: 199
161
A:
B:
674
738A:
B: 372
1.163 =
+
+
+++ 451674 199372
*1375
102
A:
B:
451
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
677AMBIENT
RELATED
PROJECT
TOTAL 677
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA
0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0
LT
1974 240 292 1835 188 362 855 203 185 901 725
362 20385518818352922401974 725901185
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
CENTINELA AV RTE-90 E/B RAMPSN/S: W/E: 118I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
344A:
B: 284
0
A:
B:
602
0.552 =
+
+
+++ 0 0602 284
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix <none> SplitAuto Auto <none> Auto
0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
LT
1180 602 516 1031 0 0 0 0 0 0 0
0 00010315166021180 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
CENTINELA AV RTE-90 W/B RAMPSN/S: W/E: 119I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
213
A:
B:
213
0
A:
B:
530
340A:
B: 73
0.571 =
+
+
+++ 213 9753073
*1425
26
A:
B:
97
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
73AMBIENT
RELATED
PROJECT
TOTAL 73
LANE
SIGNAL Perm
1
Perm Split SplitFree Auto Auto Auto
0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1
LT
1020 0 0 1562 29 225 38 376 26 0 71
225 37638291562001020 71026
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
76
A:
B:
148
88
A:
B:
770
859A:
B: 202
0.848 =
+
+
+++ 148770 257202
*1500
117A:
B: 257
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
202AMBIENT
RELATED
PROJECT
TOTAL 202
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
2522 54 88 2310 218 76 109 112 257 117 110
76 112109218231088542522 110117257
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
27
A:
B:
421
870A:
B: 101
92
A:
B:
940
0.999 =
+
+
+++ 421940 141101
*1500
195A:
B: 141
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
92AMBIENT
RELATED
PROJECT
TOTAL 92
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0
LT
2819 39 101 2509 101 27 255 166 141 195 85
27 1662551012509101392819 85195141
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
140
A:
B:
467
221
A:
B:
460
484A:
B: 353
1.020 =
+
+
+++ 467460 219353
*1375
474A:
B: 219
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
353AMBIENT
RELATED
PROJECT
TOTAL 353
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
1451 163 221 1231 149 140 467 139 219 738 210
140 13946714912312211631451 210738219
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
676A:
B: 116
51
A:
B:
550
626A:
B: 167
1.256 =
+
+
+++ 1051550 116167
1500
143
A:
B:
1051
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
167AMBIENT
RELATED
PROJECT
TOTAL 167
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0
LT
422 204 51 322 228 116 566 110 143 858 193
116 11056622832251204422 193858143
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
72
A:
B:
452
98
A:
B:
529
294A:
B: 90
0.849 =
+
+
+++ 452529 20290
1500
564A:
B: 202
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
90AMBIENT
RELATED
PROJECT
TOTAL 90
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
238 55 98 285 146 72 784 119 202 983 146
72 1197841462859855238 146983202
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
INGLEWOOD CENTURYN/S: W/E: 503I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
144
A:
B:
521
86
A:
B:
451
461A:
B: 126
0.807 =
+
+
+++ 521451 112126
1500
481A:
B: 112
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
126AMBIENT
RELATED
PROJECT
TOTAL 126
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
302 159 86 371 79 144 1463 99 112 1355 88
144 9914637937186159302 881355112
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
PM
INGLEWOOD IMPERIALN/S: W/E: 505I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
227A:
B: 210
80
A:
B:
586
439A:
B: 413
1.163 =
+
+
+++ 536586 210413
1500
123
A:
B:
536
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
413AMBIENT
RELATED
PROJECT
TOTAL 413
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
439 271 80 528 58 210 624 56 123 1273 335
210 566245852880271439 3351273123
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
LA BREA ARBOR VITAEN/S: W/E: 506I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
213A:
B: 69
163
A:
B:
291
291A:
B: 241
0.713 =
+
+
+++ 415291 69241
1425
122
A:
B:
415
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
241AMBIENT
RELATED
PROJECT
TOTAL 241
LANE
SIGNAL Perm
1
Perm Prot-Fix Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0
LT
796 76 163 874 64 69 426 124 122 415 188
69 1244266487416376796 188415122
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectPM
PRAIRIE LENNOXN/S: W/E: 510I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
674
484A:
B: 572
1.330 =
+
+
+++ 0 649674572
1425
538
A:
B:
649
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
572AMBIENT
RELATED
PROJECT
TOTAL 572
LANE
SIGNAL Perm
1
Perm Split SplitAuto Auto Auto Auto
0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0
LT
1451 0 0 1733 290 0 0 0 538 0 649
0 002901733001451 6490538
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
244A:
B: 324
311A:
B: 99
28
A:
B:
513
0.894 =
+
+
+++ 510513 32499
*1500
186
A:
B:
510
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
28AMBIENT
RELATED
PROJECT
TOTAL 28
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
697 328 99 934 57 324 299 188 186 1019 269
324 1882995793499328697 2691019186
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
384
104
A:
B:
405
0
A:
B:
0
0.618 =
+
+
+++ 3844050 157
*1375
308A:
B: 157
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto OLA Auto
0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0
LT
0 0 282 0 483 0 1538 231 285 1234 0
0 2311538483028200 01234285
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
454A:
B: 401
5
A:
B:
55
282A:
B: 322
0.745 =
+
+
+++ 34255 401322
*1375
50
A:
B:
342
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
322AMBIENT
RELATED
PROJECT
TOTAL 322
LANE
SIGNAL Perm
0
Perm Prot-Var Prot-VarOLA Auto Auto Auto
1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0
LT
105 459 5 81 19 728 896 12 50 831 194
728 1289619815459105 19483150
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
725A:
B: 212
463A:
B: 132
134
A:
B:
496
0.957 =
+
+
+++ 701496 212132
*1500
43
A:
B:
701
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
134AMBIENT
RELATED
PROJECT
TOTAL 134
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
655 337 132 851 75 212 1449 201 43 1401 74
212 201144975851132337655 74140143
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
323A:
B: 115
143
A:
B:
468
214A:
B: 110
0.977 =
+
+
+++ 747468 115110
*1375
433
A:
B:
747
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
199AMBIENT
RELATED
PROJECT
TOTAL 199
LANE
SIGNAL Prot-Var
2
Prot-Var Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
428 98 143 608 329 115 547 99 433 1159 334
115 9954732960814398428 3341159433
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
470A:
B: 190
335A:
B: 312
123
A:
B:
421
1.021 =
+
+
+++ 609421 190312
1500
192
A:
B:
609
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
123AMBIENT
RELATED
PROJECT
TOTAL 123
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0
LT
672 170 312 597 72 190 525 470 192 1077 141
190 47052572597312170672 1411077192
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD 111TH STN/S: W/E: 10I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
301
A:
B:
417
523A:
B: 395
7
A:
B:
642
0.907 =
+
+
+++ 417642 11395
*1500
24A:
B: 11
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
7AMBIENT
RELATED
PROJECT
TOTAL 7
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0
LT
1752 174 395 1558 11 301 24 417 11 21 3
301 417241115583951741752 32111
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
349A:
B: 127
33
A:
B:
375
321A:
B: 592
1.593 =
+
+
+++ 1193375 127592
*1375
123
A:
B:
1193
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1599AMBIENT
RELATED
PROJECT
TOTAL 1599
LANE
SIGNAL Prot-Var
3
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0
LT
520 121 61 749 309 127 1374 22 123 1438 1193
127 22137430974961121520 11931438123
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
153
A:
B:
584
207
A:
B:
192
268A:
B: 326
1.001 =
+
+
+++ 584192 274326
1375
407A:
B: 274
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
326AMBIENT
RELATED
PROJECT
TOTAL 326
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0
LT
633 171 207 575 159 277 1473 279 274 1220 303
277 2791473159575207171633 3031220274
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
66
A:
B:
542
337A:
B: 538
159
A:
B:
244
1.091 =
+
+
+++ 542244 273538
*1375
476A:
B: 273
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
289AMBIENT
RELATED
PROJECT
TOTAL 289
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto
0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0
LT
488 171 979 414 598 121 1019 1080 496 1329 97
121 10801019598414979171488 971329496
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
162
A:
B:
717
0
A:
B:
310
204A:
B: 556
1.524 =
+
+
+++ 717310 512556
1375
630A:
B: 512
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
556AMBIENT
RELATED
PROJECT
TOTAL 556
LANE
SIGNAL Prot-Fix
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
407 0 0 464 566 162 1435 13 512 1259 459
162 13143556646400407 4591259512
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
221
A:
B:
579
156A:
B: 227
162
A:
B:
723
1.290 =
+
+
+++ 579723 245227
1375
406A:
B: 245
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
294AMBIENT
RELATED
PROJECT
TOTAL 294
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0
LT
783 833 414 623 271 401 1881 434 445 1489 137
401 4341881271623414833783 1371489445
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
10
A:
B:
305
170A:
B: 348
15
A:
B:
104
0.637 =
+
+
+++ 305104 215348
*1375
329A:
B: 215
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
28AMBIENT
RELATED
PROJECT
TOTAL 28
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA
0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
313 49 633 339 355 18 915 646 391 986 11
18 64691535533963349313 11986391
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
79
A:
B:
273
94
A:
B:
390
274A:
B: 497
0.854 =
+
+
+++ 273390 110497
*1375
154A:
B: 110
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
904AMBIENT
RELATED
PROJECT
TOTAL 904
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0
LT
822 281 171 1169 324 143 452 95 110 463 779
143 954523241169171281822 779463110
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
125A:
B: 207
201
A:
B:
387
467A:
B: 346
0.763 =
+
+
+++ 205387 207346
*1375
200
A:
B:
205
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
346AMBIENT
RELATED
PROJECT
TOTAL 346
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA
0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0
LT
934 376 201 773 665 207 406 93 200 616 846
207 93406665773201376934 846616200
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
275
A:
B:
275
675A:
B: 0
0
A:
B:
1066
0.824 =
+
+
+++ 275 01066 0
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Perm <none>Free Auto Auto <none>
0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0
LT
4265 0 0 2700 80 529 22 3 0 0 0
529 322802700004265 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 398
3
A:
B:
340
256A:
B: 0
0.422 =
+
+
+++ 0340 3980
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Free Auto Auto <none>
0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
512 670 3 661 0 724 0 0 0 0 0
724 0006613670512 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CULVER BLVD VISTA DEL MARN/S: W/E: 33I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
54A:
B: 278
24
A:
B:
54
0
A:
B:
434
0.487 =
+
+
+++ 054434 278
*1375
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
0
Split Split SplitAuto Auto Auto Auto
0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0
LT
18 849 24 30 0 751 0 54 0 0 0
751 5400302484918 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
480
3A:
B: 26
16
A:
B:
361
0.563 =
+
+
+++ 480361 426
*1375
296A:
B: 4
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
29AMBIENT
RELATED
PROJECT
TOTAL 29
LANE
SIGNAL Split
2
Split Perm Prot-FixAuto Auto Auto Auto
0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
6 656 48 0 5 0 1387 52 4 888 0
0 52138750486566 08884
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
377
A:
B:
463
441A:
B: 101
129
A:
B:
776
1.151 =
+
+
+++ 463 242776 101
1375
131
A:
B:
242
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
235AMBIENT
RELATED
PROJECT
TOTAL 235
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto Auto Auto
0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0
LT
2327 159 184 1763 138 674 457 514 131 220 307
674 51445713817631841592327 307220131
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
109
A:
B:
260
171A:
B: 218
0
A:
B:
417
0.527 =
+
+
+++ 260417 0218
*1500
0A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0
LT
573 261 218 342 0 219 0 260 0 0 0
219 26000342218261573 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
402
A:
B:
294
204
A:
B:
918
74
A:
B:
615
1.643 =
+
+
+++ 294918615 432
1375
290A:
B: 432
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
74AMBIENT
RELATED
PROJECT
TOTAL 74
LANE
SIGNAL Split
1
Split Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
1134 95 204 1836 596 402 507 81 432 427 153
402 815075961836204951134 153427432
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
45
A:
B:
294
314A:
B: 729
0
A:
B:
298
0.927 =
+
+
+++ 294298 0729
1425
0A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Prot-Fix Perm PermAuto Auto Auto Auto
0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
509 86 729 314 0 45 0 659 0 0 0
45 6590031472986509 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
33A:
B: 337
512A:
B: 307
0
A:
B:
416
0.674 =
+
+
+++ 0416 337307
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Free <none> OLA <none>
0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0
LT
1664 713 558 1536 0 910 0 340 0 0 0
910 3400015365587131664 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
426A:
B: 89
0
A:
B:
0
0A:
B: 448
0.742 =
+
+
+++ 6200 89448
*1425
0
A:
B:
620
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
814AMBIENT
RELATED
PROJECT
TOTAL 814
LANE
SIGNAL Split
2
<none> Prot-Fix PermOLA <none> <none> OLA
0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0
LT
0 104 0 0 0 161 1279 0 0 1633 845
161 012790001040 84516330
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
348A:
B: 0
0
A:
B:
0
654
A:
B:
654
0.786 =
+
+
+++ 5250654 0
1500
0
A:
B:
525
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1182AMBIENT
RELATED
PROJECT
TOTAL 1182
LANE
SIGNAL Split
1
<none> Perm PermAuto <none> Free Free
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0
LT
0 127 0 0 0 0 1044 0 0 1180 918
0 010440001270 91811800
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
557A:
B: 312
0
A:
B:
0
0A:
B: 144
0.604 =
+
+
+++ 5040 312144
*1425
0
A:
B:
504
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
262AMBIENT
RELATED
PROJECT
TOTAL 262
LANE
SIGNAL Split
2
<none> Prot-Fix PermFree <none> <none> Auto
0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0
LT
0 237 0 0 0 312 1114 0 0 1009 268
312 011140002370 26810090
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
287A:
B: 152
128
A:
B:
271
0
A:
B:
0
0.748 =
+
+
+++ 7422710 152
*1425
0
A:
B:
742
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> Auto <none> Auto
0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 128 514 298 277 860 0 0 652 742
277 086029851412800 7426520
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
475
338
A:
B:
338
0
A:
B:
0
0.566 =
+
+
+++ 4753380 61
*1375
270A:
B: 61
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Split
0
Split Prot-Var Prot-VarAuto OLA OLA Auto
0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0
LT
0 0 676 0 104 0 655 813 111 540 0
0 813655104067600 0540111
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
13
A:
B:
145
561A:
B: 898
101
A:
B:
572
1.278 =
+
+
+++ 145572 238898
*1375
73A:
B: 238
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
101AMBIENT
RELATED
PROJECT
TOTAL 101
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0
LT
1716 240 1633 1715 528 24 249 594 432 220 22
24 594249528171516332401716 22220432
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
39
A:
B:
132
241A:
B: 547
0
A:
B:
366
0.663 =
+
+
+++ 132 0366 547
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Prot-Fix Split <none>Auto Auto OLA <none>
0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0
LT
731 105 547 483 0 79 0 679 0 0 0
79 67900483547105731 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
349A:
B: 140
238A:
B: 247
82
A:
B:
171
0.636 =
+
+
+++ 413171 140247
*1375
170
A:
B:
413
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
148AMBIENT
RELATED
PROJECT
TOTAL 148
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA
0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0
LT
171 407 449 344 371 254 1047 928 309 1239 357
254 9281047371344449407171 3571239309
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
493
0
A:
B:
0
192
A:
B:
238
0.656 =
+
+
+++ 4930238 140
*1200
363A:
B: 140
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
192AMBIENT
RELATED
PROJECT
TOTAL 192
LANE
SIGNAL Perm
1
<none> Perm Prot-FixAuto <none> Auto <none>
0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0
LT
0 238 0 0 0 315 986 259 140 1088 0
315 2599860002380 01088140
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
173
A:
B:
587
99
A:
B:
99
0
A:
B:
0
0.502 =
+
+
+++ 587990 0
1200*
329A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Perm Prot-Fix Perm<none> Auto Auto Auto
0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 3 0 0 1 0
LT
0 0 103 0 194 315 1175 0 140 988 137
315 01175194010300 137988140
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
206A:
B: 450
103
A:
B:
490
388A:
B: 145
0.867 =
+
+
+++ 204490 450145
*1375
62
A:
B:
204
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
145AMBIENT
RELATED
PROJECT
TOTAL 145
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitOLA Auto OLA Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0
LT
1551 695 187 1791 167 819 412 326 62 469 143
819 32641216717911876951551 14346962
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
424
454A:
B: 499
0.781 =
+
+
+++ 0 353424499
*1500
192
A:
B:
353
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
499AMBIENT
RELATED
PROJECT
TOTAL 499
LANE
SIGNAL Perm
1
Perm <none> Perm<none> Auto <none> Auto
0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0
LT
908 0 0 739 424 0 0 0 350 0 353
0 0042473900908 3530350
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
561A:
B: 387
0
A:
B:
754
0.731 =
+
+
+++ 0 0754 387
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> Auto <none>
0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
1507 12 705 1122 0 0 0 146 0 0 0
0 146001122705121507 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
78
A:
B:
165
340A:
B: 74
0
A:
B:
604
0.522 =
+
+
+++ 165604 074
*1425
0A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
1
Prot-Fix Perm PermOLA Auto Auto Auto
0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0
LT
1207 200 74 1020 0 142 0 202 0 0 0
142 202001020742001207 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
373
A:
B:
373
271A:
B: 316
0
A:
B:
623
0.851 =
+
+
+++ 373 0623 316
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> Auto <none>
0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0
LT
988 258 316 812 0 411 0 708 0 0 0
411 70800812316258988 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
119
A:
B:
369
579
A:
B:
634
41
A:
B:
424
1.248 =
+
+
+++ 369634424 289
1375
306A:
B: 289
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
41AMBIENT
RELATED
PROJECT
TOTAL 41
LANE
SIGNAL Split
1
Split Prot-Fix Prot-FixOLA Auto Auto Auto
0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
792 56 579 1180 634 217 887 221 289 801 117
217 221887634118057956792 117801289
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
321
0
A:
B:
0
54A:
B: 393
0.599 =
+
+
+++ 3210 239393
*1425
250A:
B: 239
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
393AMBIENT
RELATED
PROJECT
TOTAL 393
LANE
SIGNAL Split
1
<none> Perm Prot-Fix<none> <none> Auto <none>
0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0
LT
0 54 0 0 0 20 924 40 434 751 0
20 40924000540 0751434
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
11
A:
B:
440
13
A:
B:
333
0
A:
B:
0
0.472 =
+
+
+++ 4403330 0
*1425
349A:
B: 0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Prot-Fix Perm<none> <none> <none> Auto
0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0
LT
0 0 13 0 652 20 1319 0 434 740 308
20 0131965201300 308740434
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
31
A:
B:
37
1
A:
B:
394
252A:
B: 103
0.326 =
+
+
+++ 37 11394103
*1375
11
A:
B:
11
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
187AMBIENT
RELATED
PROJECT
TOTAL 187
LANE
SIGNAL Prot-Fix
2
Prot-Fix Split SplitAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0
LT
976 32 1 1127 55 31 6 0 21 0 18
31 06551127132976 18021
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
222
A:
B:
539
222A:
B: 240
1
A:
B:
193
0.768 =
+
+
+++ 539193 180240
*1375
483A:
B: 180
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1AMBIENT
RELATED
PROJECT
TOTAL 1
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
385 131 240 444 88 222 1077 57 180 966 2
222 57107788444240131385 2966180
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
48
A:
B:
230
216A:
B: 148
80
A:
B:
369
0.544 =
+
+
+++ 230369 128148
*1425
158A:
B: 128
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
80AMBIENT
RELATED
PROJECT
TOTAL 80
LANE
SIGNAL Perm
1
Perm Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0
LT
1106 136 148 647 94 48 343 118 128 317 26
48 118343946471481361106 26317128
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
2
A:
B:
87
777A:
B: 484
1
A:
B:
411
0.998 =
+
+
+++ 87411 486484
*1375
7A:
B: 486
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
1AMBIENT
RELATED
PROJECT
TOTAL 1
LANE
SIGNAL Perm
1
Prot-Fix Perm Prot-FixAuto Auto Auto Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
1643 0 484 1708 621 2 10 329 486 6 1
2 32910621170848401643 16486
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
224
A:
B:
385
197
A:
B:
504
337A:
B: 252
0.926 =
+
+
+++ 385504 229252
*1375
344A:
B: 229
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
252AMBIENT
RELATED
PROJECT
TOTAL 252
LANE
SIGNAL Perm
1
Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto
0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0
LT
1226 123 197 1357 155 224 770 191 229 687 113
224 19177015513571971231226 113687229
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
287A:
B: 0
0
A:
B:
328
0
A:
B:
0
0.448 =
+
+
+++ 4493280 0
*1500
0
A:
B:
449
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Perm<none> Free Free <none>
0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0
LT
0 0 0 1311 2 0 1149 1971 0 1795 0
0 1971114921311000 017950
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 348
63
A:
B:
660
595A:
B: 0
0.637 =
+
+
+++ 0660 3480
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
2380 678 115 2639 0 940 0 13 0 0 0
940 130026391156782380 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
87A:
B: 181
126A:
B: 180
52
A:
B:
84
0.265 =
+
+
+++ 1584 181180
*1375
3
A:
B:
15
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
52AMBIENT
RELATED
PROJECT
TOTAL 52
LANE
SIGNAL Perm
1
Prot-Fix Split SplitAuto Auto OLA Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
149 175 180 231 20 181 87 86 3 18 11
181 868720231180175149 11183
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
484A:
B: 224
145
A:
B:
310
379A:
B: 268
0.863 =
+
+
+++ 481310 224268
*1375
80
A:
B:
481
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
268AMBIENT
RELATED
PROJECT
TOTAL 268
LANE
SIGNAL Prot-Fix
1
Prot-Fix Perm Prot-FixAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 2 0 2 0 0 1 0
LT
1137 153 145 930 72 224 850 117 145 962 212
224 117850729301451531137 212962145
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
145A:
B: 174
39
A:
B:
539
487A:
B: 335
1.068 =
+
+
+++ 421539 174335
1375
288
A:
B:
421
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
335AMBIENT
RELATED
PROJECT
TOTAL 335
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0
LT
1949 109 71 2052 105 174 145 84 288 192 229
174 841451052052711091949 229192288
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 42
211A:
B: 129
0
A:
B:
169
0.169 =
+
+
+++ 0169 42129
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>OLA <none> OLA <none>
0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0
LT
339 289 129 423 0 76 0 133 0 0 0
76 13300423129289339 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
354A:
B: 461
662A:
B: 386
20
A:
B:
595
1.231 =
+
+
+++ 251595 461386
1375
60
A:
B:
251
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
37AMBIENT
RELATED
PROJECT
TOTAL 37
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarOLA Auto Auto Auto
0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
2128 1056 702 1985 14 839 220 547 110 412 261
839 54722014198570210562128 261412110
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
999
0
A:
B:
0
0
A:
B:
906
1.200 =
+
+
+++ 999 00906
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
<none> Perm <none><none> <none> <none> <none>
0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0
LT
2719 0 0 0 0 0 0 2701 0 0 0
0 2701000002719 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
17
A:
B:
69
50
A:
B:
741
545A:
B: 66
0.744 =
+
+
+++ 69741 28466
*1425
61A:
B: 284
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
66AMBIENT
RELATED
PROJECT
TOTAL 66
LANE
SIGNAL Perm
1
Perm Perm Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0
LT
1627 8 50 1552 673 17 69 45 516 30 61
17 456967315525081627 6130516
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
233A:
B: 232
178A:
B: 170
71
A:
B:
332
0.717 =
+
+
+++ 446332 232170
*1500
95
A:
B:
446
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
71AMBIENT
RELATED
PROJECT
TOTAL 71
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
996 118 170 534 15 232 192 233 95 761 130
232 23319215534170118996 13076195
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
603
A:
B:
603
330A:
B: 170
0
A:
B:
524
0.795 =
+
+
+++ 603 0524 170
*1500
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm Split <none>Auto Auto Auto <none>
0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0
LT
1048 176 170 660 0 981 0 225 0 0 0
981 225006601701761048 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
406
0
A:
B:
0
17
A:
B:
345
0.501 =
+
+
+++ 406 2730345
1500
0
A:
B:
273
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
31AMBIENT
RELATED
PROJECT
TOTAL 31
LANE
SIGNAL Split
2
<none> <none> Perm<none> Auto Auto Free
0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0
LT
0 345 0 0 0 0 1218 0 0 807 285
0 012180003450 2858070
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
585
81A:
B: 97
0
A:
B:
0
0.504 =
+
+
+++ 5850 3697
1425
361A:
B: 36
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL <none>
0
Split Perm Prot-Fix<none> Auto Auto <none>
0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0
LT
0 0 176 0 180 0 1649 105 36 1084 0
0 1051649180017600 0108436
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
7
A:
B:
148
29
A:
B:
252
64A:
B: 20
0.519 =
+
+
+++ 148252 29320
1375
62A:
B: 293
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
20AMBIENT
RELATED
PROJECT
TOTAL 20
LANE
SIGNAL Perm
1
Perm Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
127 1 29 139 252 7 214 83 293 68 56
7 83214252139291127 5668293
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
340
370A:
B: 289
0.447 =
+
+
+++ 0340 108289
*1425
0A:
B: 108
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
289AMBIENT
RELATED
PROJECT
TOTAL 289
LANE
SIGNAL Prot-Fix
1
Perm Perm PermAuto Auto Auto OLA
0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0
LT
1111 0 0 928 91 0 0 0 108 0 100
0 0091928001111 1000108
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
7
A:
B:
36
72
A:
B:
538
496A:
B: 106
0.562 =
+
+
+++ 36 189538106
*1375
189
A:
B:
189
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
106AMBIENT
RELATED
PROJECT
TOTAL 106
LANE
SIGNAL Prot-Var
1
Prot-Var Split SplitAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0
LT
1466 22 72 1160 453 7 1 35 366 13 102
7 351453116072221466 10213366
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CENTINELA AV CULVER BLVDN/S: W/E: 17I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
61
A:
B:
337
608A:
B: 243
41
A:
B:
422
0.714 =
+
+
+++ 337422 174243
*1500
159A:
B: 174
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
41AMBIENT
RELATED
PROJECT
TOTAL 41
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
844 89 243 1005 210 61 409 265 174 288 29
61 265409210100524389844 29288174
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
324A:
B: 175
632A:
B: 290
258
A:
B:
697
1.046 =
+
+
+++ 373697 175290
*1375
0
A:
B:
373
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
258AMBIENT
RELATED
PROJECT
TOTAL 258
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0
LT
2000 91 290 1873 23 175 973 127 2 944 175
175 127973231873290912000 1759442
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
203
A:
B:
390
308
A:
B:
501
374A:
B: 283
1.004 =
+
+
+++ 390501 207283
1375
377A:
B: 207
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
283AMBIENT
RELATED
PROJECT
TOTAL 283
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
1367 128 308 1504 101 203 876 293 207 801 330
203 29387610115043081281367 330801207
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
27
A:
B:
66
50
A:
B:
483
542A:
B: 335
0.555 =
+
+
+++ 66483 6335
*1425
0A:
B: 6
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
609AMBIENT
RELATED
PROJECT
TOTAL 609
LANE
SIGNAL Prot-Fix
2
Prot-Fix Perm PermAuto Auto Auto Free
0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
1626 0 50 1317 133 27 28 38 6 0 603
27 382813313175001626 60306
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
183A:
B: 197
152
A:
B:
677
465A:
B: 145
0.903 =
+
+
+++ 223677 197145
1375
191
A:
B:
223
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
264AMBIENT
RELATED
PROJECT
TOTAL 264
LANE
SIGNAL Prot-Fix
2
Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
1394 248 152 1683 348 197 484 65 191 479 190
197 6548434816831522481394 190479191
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
765
670A:
B: 0
0.604 =
+
+
+++ 0765 2460
*1500
76A:
B: 246
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Perm <none> SplitAuto OLA <none> Auto
0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0
LT
1972 38 0 2181 877 0 0 0 664 51 26
0 0087721810381972 2651664
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0A:
B: 211
393A:
B: 408
0
A:
B:
658
0.826 =
+
+
+++ 0658 211408
*1425
0
A:
B:
0
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix Split <none>Auto <none> OLA <none>
0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0
LT
1897 77 742 1178 0 384 0 724 0 0 0
384 724001178742771897 000
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
211
A:
B:
211
387A:
B: 87
132
A:
B:
639
0.696 =
+
+
+++ 211639 11687
*1375
71A:
B: 116
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
240AMBIENT
RELATED
PROJECT
TOTAL 240
LANE
SIGNAL Prot-Var
2
Prot-Var Split SplitAuto Auto OLA Auto
0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0
LT
1918 460 159 1460 90 322 101 44 116 59 137
322 441019014601594601918 13759116
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
494A:
B: 112
420A:
B: 178
140
A:
B:
500
0.866 =
+
+
+++ 497500 112178
*1375
0
A:
B:
497
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
140AMBIENT
RELATED
PROJECT
TOTAL 140
LANE
SIGNAL Prot-Var
1
Prot-Var Prot-Fix PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0
LT
1500 169 178 1188 72 203 700 287 0 887 106
203 2877007211881781691500 1068870
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
314A:
B: 174
673A:
B: 111
113
A:
B:
874
0.936 =
+
+
+++ 224874 174111
*1375
40
A:
B:
224
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
205AMBIENT
RELATED
PROJECT
TOTAL 205
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto
0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0
LT
1482 266 202 1257 88 316 627 152 73 672 140
316 1526278812572022661482 14067273
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
94
A:
B:
276
131
A:
B:
406
513A:
B: 301
0.726 =
+
+
+++ 276406 112301
*1375
288A:
B: 112
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
CLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
547AMBIENT
RELATED
PROJECT
TOTAL 547
LANE
SIGNAL Prot-Var
2
Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA
0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0
LT
1308 232 239 1055 162 171 382 342 203 576 482
171 34238216210552392321308 482576203
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CENTINELA AV RTE-90 E/B RAMPSN/S: W/E: 118I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
407A:
B: 154
0
A:
B:
706
0.637 =
+
+
+++ 0 148706 154
*1425
10
A:
B:
148
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
A(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
0AMBIENT
RELATED
PROJECT
TOTAL 0
LANE
SIGNAL Perm
0
Prot-Fix <none> SplitAuto Auto <none> Auto
0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
LT
722 706 280 1221 0 0 0 0 10 2 283
0 0001221280706722 283210
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
CENTINELA AV RTE-90 W/B RAMPSN/S: W/E: 119I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
213
A:
B:
222
0
A:
B:
427
206A:
B: 17
0.482 =
+
+
+++ 222 12142717
*1425
48
A:
B:
121
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
17AMBIENT
RELATED
PROJECT
TOTAL 17
LANE
SIGNAL Perm
1
Perm Split SplitFree Auto Auto Auto
0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1
LT
567 50 0 1222 60 213 29 415 48 0 73
213 41529601222050567 73048
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
104
A:
B:
272
419A:
B: 179
59
A:
B:
510
0.611 =
+
+
+++ 272510 61179
*1500
200A:
B: 61
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
BLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
59AMBIENT
RELATED
PROJECT
TOTAL 59
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0
LT
1479 50 179 1258 126 104 232 208 61 200 25
104 2082321261258179501479 2520061
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
34
A:
B:
311
401A:
B: 169
48
A:
B:
432
0.569 =
+
+
+++ 311432 47169
*1500
205A:
B: 47
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
ALOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
48AMBIENT
RELATED
PROJECT
TOTAL 48
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0
LT
1297 62 169 1124 78 34 137 174 47 205 17
34 174137781124169621297 1720547
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
226
A:
B:
673
487A:
B: 393
286
A:
B:
417
1.082 =
+
+
+++ 673417 101393
*1375
362A:
B: 101
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
A(N/B)
B(E/B)
B(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
286AMBIENT
RELATED
PROJECT
TOTAL 286
LANE
SIGNAL Prot-Var
1
Prot-Var Perm PermAuto Auto Auto Auto
0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0
LT
1250 112 393 1318 144 226 673 278 101 597 127
226 27867314413183931121250 127597101
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
62
A:
B:
1112
180
A:
B:
427
217A:
B: 88
1.143 =
+
+
+++ 1112427 8888
1500
550A:
B: 88
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
B(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
88AMBIENT
RELATED
PROJECT
TOTAL 88
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0
LT
145 72 180 204 222 62 940 172 88 477 73
62 17294022220418072145 7347788
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
275A:
B: 32
78
A:
B:
512
177A:
B: 75
0.829 =
+
+
+++ 624512 3275
1500
231
A:
B:
624
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
75AMBIENT
RELATED
PROJECT
TOTAL 75
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0
LT
155 23 78 248 187 32 489 61 231 988 260
32 614891872487823155 260988231
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
INGLEWOOD CENTURYN/S: W/E: 503I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
407A:
B: 327
271A:
B: 374
22
A:
B:
382
0.928 =
+
+
+++ 309382 327374
1500
29
A:
B:
309
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
A(N/B)
A(E/B)
B(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
22AMBIENT
RELATED
PROJECT
TOTAL 22
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
91 291 374 245 26 327 983 238 29 897 30
327 2389832624537429191 3089729
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
AP
INGLEWOOD IMPERIALN/S: W/E: 505I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
300A:
B: 197
43
A:
B:
501
286A:
B: 436
0.972 =
+
+
+++ 324501 197436
1500
142
A:
B:
324
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
ELOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
436AMBIENT
RELATED
PROJECT
TOTAL 436
LANE
SIGNAL Perm
1
Perm Perm PermAuto Auto Auto Auto
0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0
LT
286 127 43 415 86 197 844 57 142 691 281
197 578448641543127286 281691142
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
LA BREA ARBOR VITAEN/S: W/E: 506I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
124A:
B: 56
185
A:
B:
457
447A:
B: 262
0.870 =
+
+
+++ 465457 56262
1425
246
A:
B:
465
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
B(W/B)
B(N/B)
A(E/B)
A(S/B)
DLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
262AMBIENT
RELATED
PROJECT
TOTAL 262
LANE
SIGNAL Perm
1
Perm Prot-Fix Prot-FixAuto Auto Auto Auto
0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0
LT
1292 48 185 1372 93 56 247 92 246 465 281
56 92247931372185481292 281465246
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 No Action / No ProjectAP
PRAIRIE LENNOXN/S: W/E: 510I/S No:
AM/PM: Comments:
COUNT DATE: GROWTH FACTOR:STUDY DATE:
0
A:
B:
0
0
A:
B:
588
385A:
B: 636
1.255 =
+
+
+++ 0 565588636
1425
405
A:
B:
565
V/C =
West/East Critical Movements =
North/South Critical Movements =
SouthBound
WestBoundEastBound
NorthBound
A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit
Results
V/C RATIO LOS
0.00 - 0.60 A
0.61 - 0.70 B
0.71 - 0.80 C
0.81 - 0.90 D
0.91 - 1.00 E
A(W/B)
B(N/B)
A(E/B)
A(S/B)
FLOS =
Critical Movements Diagram
TH RT LT THLT TH RT LT TH RT
Phasing RTOR Phasing Phasing PhasingRTOR RTOR
NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND
EXISTING
RTOR
RT
636AMBIENT
RELATED
PROJECT
TOTAL 636
LANE
SIGNAL Perm
1
Perm Split SplitAuto Auto Auto Auto
0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0
LT
1155 0 0 1277 487 0 0 0 405 0 565
0 004871277001155 5650405
Volume/Lane/Signal Configurations
Developed by Chun Wong, 12/94
January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP
INTERSECTION DATA SUMMARY SHEET
2015 - Alternative D Vs. No Action/No Project (With Reduced Playa Vista) - WITHOUT MITIGATIONS
AM PEAK PM PEAK AIRPORT PEAKINTERSECTIONS BA ID Significant
ImpactNA/NP V/C Alt D V/C Alt D -
Adj EnvPk-Hr Impact NA/NP V/C Alt D V/C Alt D -
Adj EnvPk-Hr Impact NA/NP V/C Alt D V/C Alt D -
Adj EnvPk-Hr Impact
AIRPORT BLVD at ARBOR VITAE ST 3 Yes 0.640 0.707 0.067 X 0.791 0.771 -0.020 --- 0.864 0.814 -0.050 ---AIRPORT BLVD at CENTURY BLVD 4 --- 0.531 0.569 0.038 --- 0.611 0.620 0.009 --- 0.588 0.599 0.011 ---AIRPORT BLVD at LA TIJERA BLVD 5 --- 0.612 0.546 -0.066 --- 0.688 0.561 -0.127 --- 0.715 0.677 -0.038 ---AIRPORT BLVD at MANCHESTER AV 6 --- 0.859 0.699 -0.160 --- 0.900 0.761 -0.139 --- 0.927 0.857 -0.070 ---AVIATION BLVD at ARBOR VITAE ST 7 Yes 0.942 0.815 -0.127 --- 1.055 0.932 -0.123 --- 0.947 0.980 0.033 XLA CIENEGA BLVD at ARBOR VITAE ST 8 Yes 1.081 1.119 0.038 X 1.035 1.099 0.064 X 1.021 1.099 0.078 XAVIATION BLVD at 111TH ST 10 --- 0.510 0.691 0.181 --- 0.565 0.699 0.134 --- 0.877 0.856 -0.021 ---AVIATION BLVD at CENTURY BLVD 11 Yes 1.119 0.899 -0.220 --- 1.032 1.150 0.118 X 1.563 1.051 -0.512 ---AVIATION BLVD at EL SEGUNDO BLVD 12 --- 1.085 0.935 -0.150 --- 1.140 1.098 -0.042 --- 1.001 1.006 0.005 ---AVIATION BLVD at IMPERIAL HWY 13 --- 0.945 0.838 -0.107 --- 1.128 1.033 -0.095 --- 1.061 0.814 -0.247 ---AVIATION BLVD at MANCHESTER AV 14 --- 1.357 1.050 -0.307 --- 1.087 1.063 -0.024 --- 1.524 1.382 -0.142 ---AVIATION BLVD at ROSECRANS AV 15 --- 1.148 1.017 -0.131 --- 1.232 1.200 -0.032 --- 1.290 1.297 0.007 ---CENTINELA AV at JEFFERSON BLVD 18 --- 0.650 0.616 -0.034 --- 0.883 0.808 -0.075 --- 0.607 0.651 0.044 ---SEPULVEDA BLVD at CENTINELA AV 22 --- 1.294 1.245 -0.049 --- 1.120 1.091 -0.029 --- 0.824 0.797 -0.027 ---LA CIENEGA BLVD at CENTURY BLVD 26 Yes 0.890 1.363 0.473 X 0.931 1.176 0.245 X 0.733 1.299 0.566 XSEPULVEDA BLVD at CENTURY BLVD 27 Yes 0.839 0.832 -0.007 --- 0.855 0.880 0.025 X 0.794 0.657 -0.137 ---CULVER BLVD at JEFFERSON BLVD 28 --- 0.665 0.673 0.008 --- 0.822 0.829 0.007 --- 0.392 0.382 -0.010 ---VISTA DEL MAR at CULVER BLVD 33 --- 0.687 0.659 -0.028 --- 0.528 0.484 -0.044 --- 0.457 0.404 -0.053 ---DOUGLAS ST at IMPERIAL HWY 34 Yes 0.394 0.379 -0.015 --- 0.643 0.865 0.222 X 0.533 0.458 -0.075 ---SEPULVEDA BLVD at EL SEGUNDO BLVD 35 --- 1.321 1.198 -0.123 --- 1.249 1.228 -0.021 --- 1.151 1.143 -0.008 ---VISTA DEL MAR at GRAND AV 36 --- 0.999 0.879 -0.120 --- 0.457 0.438 -0.019 --- 0.497 0.474 -0.023 ---LA CIENEGA BLVD at FLORENCE AV 40 Yes 0.950 0.897 -0.053 --- 1.220 1.188 -0.032 --- 1.643 1.713 0.070 XHIGHLAND AV/VISTA DEL MAR at ROSECRANS AV 43 --- 1.271 1.229 -0.042 --- 1.359 1.325 -0.034 --- 0.926 0.914 -0.012 ---SEPULVEDA BLVD at HOWARD HUGHES PKWY 44 --- 0.671 0.598 -0.073 --- 0.908 0.883 -0.025 --- 0.644 0.555 -0.089 ---I-105 FWY/CONTINENTAL CITY DR at IMPERIAL HWY 45 Yes 0.547 0.795 0.248 X 0.674 1.011 0.337 X 0.712 1.449 0.737 XI-405 FWY NB RAMPS at IMPERIAL HWY 46 Yes 0.387 0.491 0.104 --- 0.379 0.532 0.153 --- 0.785 0.963 0.178 XMAIN ST at IMPERIAL HWY 47 Yes 0.715 0.707 -0.008 --- 1.100 1.111 0.011 X 0.574 0.604 0.030 ---I-105 FWY W/B OFF/NASH ST at IMPERIAL HWY 48 --- 0.548 0.676 0.128 --- 0.624 0.536 -0.088 --- 0.718 0.433 -0.285 ---PERSHING DR at IMPERIAL HWY 49 Yes 1.104 1.029 -0.075 --- 0.733 0.794 0.061 X 0.536 0.595 0.059 ---SEPULVEDA BLVD at IMPERIAL HWY 50 --- 0.917 0.813 -0.104 --- 1.163 1.104 -0.059 --- 1.248 0.835 -0.413 ---VISTA DEL MAR at IMPERIAL HWY 51 Yes 0.723 0.857 0.134 X 0.605 0.593 -0.012 --- 0.633 0.560 -0.073 ---LA CIENEGA BLVD at IMPERIAL HWY 52 Yes 0.826 0.744 -0.082 --- 0.639 0.684 0.045 --- 0.606 0.907 0.301 XI-405 N/B RAMPS at JEFFERSON BLVD 54 --- 0.812 0.787 -0.025 --- 0.903 0.839 -0.064 --- 0.626 0.583 -0.043 ---I-405 S/B RAMPS at JEFFERSON BLVD 55 --- 0.613 0.614 0.001 --- 0.643 0.586 -0.057 --- 0.472 0.455 -0.017 ---LINCOLN BLVD at JEFFERSON BLVD 57 --- 0.695 0.715 0.020 --- 1.120 0.995 -0.125 --- 0.837 0.795 -0.042 ---LA CIENEGA BLVD at 111TH ST 67 Yes 0.535 0.613 0.078 --- 0.427 0.423 -0.004 --- 0.751 1.037 0.286 XLA CIENEGA BLVD at I-405 RAMPS S/O CENTURY BL 68 --- 0.471 0.530 0.059 --- 0.579 0.528 -0.051 --- 0.701 0.595 -0.106 ---LA CIENEGA BLVD at I-405 FWY SB N/O IMPERIAL 69 --- 0.233 0.253 0.020 --- 0.192 0.292 0.100 --- 0.492 0.515 0.023 ---LA CIENEGA BLVD at LENNOX BLVD 71 Yes 0.464 0.439 -0.025 --- 0.580 1.049 0.469 X 0.821 1.154 0.333 ---LA CIENEGA BLVD at MANCHESTER AV 72 Yes 0.851 0.742 -0.109 --- 0.905 0.816 -0.089 --- 1.248 1.285 0.037 XI-405 N/B RAMPS at LA TIJERA BLVD 78 --- 0.659 0.619 -0.040 --- 0.687 0.677 -0.010 --- 0.569 0.447 -0.122 ---I-405 S/B RAMPS at LA TIJERA BLVD 79 --- 0.625 0.616 -0.009 --- 0.847 0.762 -0.085 --- 0.442 0.368 -0.074 ---LINCOLN BLVD at LA TIJERA BLVD 81 --- 0.489 0.421 -0.068 --- 0.587 0.659 0.072 --- 0.296 0.225 -0.071 ---LA TIJERA BLVD at MANCHESTER AV 82 --- 0.693 0.574 -0.119 --- 0.910 0.738 -0.172 --- 0.738 0.629 -0.109 ---SEPULVEDA BLVD at LA TIJERA BLVD 83 --- 0.846 0.830 -0.016 --- 1.006 0.841 -0.165 --- 0.514 0.436 -0.078 ---LINCOLN BLVD at 83RD ST 87 --- 1.095 1.034 -0.061 --- 1.371 1.173 -0.198 --- 0.968 0.952 -0.016 ---LINCOLN BLVD at MANCHESTER AV 88 --- 0.985 0.894 -0.091 --- 1.397 1.249 -0.148 --- 0.896 0.839 -0.057 ---SEPULVEDA BLVD at LINCOLN BLVD 93 --- 0.441 0.587 0.146 --- 0.549 0.633 0.084 --- 0.418 0.374 -0.044 ---LINCOLN BLVD at TEALE ST 94 --- 0.691 0.698 0.007 --- 1.100 0.941 -0.159 --- 0.607 0.561 -0.046 ---PERSHING DR at MANCHESTER AV 98 --- 0.556 0.554 -0.002 --- 0.664 0.516 -0.148 --- 0.235 0.200 -0.035 ---SEPULVEDA BLVD at MANCHESTER AV 99 Yes 0.806 0.813 0.007 --- 1.086 1.112 0.026 X 0.833 0.694 -0.139 ---SEPULVEDA BLVD at MARIPOSA AV 100 --- 0.973 0.949 -0.024 --- 1.081 1.055 -0.026 --- 1.068 1.033 -0.035 ---PERSHING DR at WESTCHESTER PKWY 101 --- 0.355 0.235 -0.120 --- 0.377 0.294 -0.083 --- 0.139 0.084 -0.055 ---SEPULVEDA BLVD at ROSECRANS AV 103 --- 1.444 1.260 -0.184 --- 1.663 1.661 -0.002 --- 1.231 1.208 -0.023 ---SEPULVEDA BLVD at I-105 OFF RAMP N/O IMPERIAL HWY 105 --- 1.359 1.165 -0.194 --- 1.073 1.068 -0.005 --- 1.170 0.869 -0.301 ---SEPULVEDA BLVD at 76TH/77TH ST 106 --- 0.660 0.665 0.005 --- 0.736 0.701 -0.035 --- 0.714 0.650 -0.064 ---SEPULVEDA BLVD at WESTCHESTER PKW 109 --- 0.799 0.694 -0.105 --- 1.007 0.904 -0.103 --- 0.687 0.593 -0.094 ---LA CIENEGA BLVD at I-405 SB RAMPS N/O CENTURY 111 Yes 0.839 0.731 -0.108 --- 0.670 0.440 -0.230 --- 0.765 0.894 0.129 XI-405 NB OFF-RAMP at CENTURY BLVD 307 --- 0.835 0.671 -0.164 --- 0.739 0.653 -0.086 --- 0.501 0.467 -0.034 ---LA CIENEGA BLVD at EL SEGUNDO BLVD 312 --- 0.764 0.724 -0.040 --- 0.783 0.712 -0.071 --- 0.504 0.577 0.073 ---LA CIENEGA BLVD at 120TH ST 313 --- 0.405 0.457 0.052 --- 0.467 0.493 0.026 --- 0.519 0.461 -0.058 ---# IMPACTS 19 5 10 10
2015 - Alternative D Vs. No Action/No Project (With Reduced Playa Vista) - WITHOUT MITIGATIONSSupplemental Intersections
AM PEAK PM PEAK AIRPORT PEAKSUPPLEMENTAL INTERSECTIONS BA ID Significant
Impact NA/NP V/C Alt D V/C Alt D - Adj Env Pk-Hr Impact NA/NP V/C Alt D V/C Alt D -
Adj Env Pk-Hr Impact NA/NP V/C Alt D V/C Alt D - Adj Env Pk-Hr Impact
LA CIENEGA BLVD at 104TH ST 0 --- 0.353 0.353 0.000 --- 0.402 0.235 -0.167 --- 0.417 0.627 0.210 ---LINCOLN BLVD at BALI WY 16 --- 0.610 0.579 -0.031 --- 0.844 0.850 0.006 --- 0.532 0.512 -0.020 ---CENTINELA BLVD at CULVER BLVD 17 --- 0.907 0.912 0.005 --- 0.912 0.886 -0.026 --- 0.684 0.685 0.001 ---LA CIENEGA BLVD at CENTINELA AV 20 Yes 1.272 1.192 -0.080 --- 1.229 1.221 -0.008 --- 1.016 1.029 0.013 XLA BREA AV at CENTURY BLVD 25 --- 0.955 0.844 -0.111 --- 1.039 0.924 -0.115 --- 1.004 0.977 -0.027 ---LINCOLN BLVD at FIJI WY 39 --- 0.481 0.526 0.045 --- 0.885 0.892 0.007 --- 0.525 0.541 0.016 ---HAWTHORNE BLVD at IMPERIAL HWY 42 Yes 0.738 0.717 -0.021 --- 0.961 0.883 -0.078 --- 0.903 1.055 0.152 XLA CIENEGA BLVD at LA TIJERA BLVD 70 --- 0.721 0.711 -0.010 --- 0.884 0.840 -0.044 --- 0.574 0.556 -0.018 ---LINCOLN BLVD at MARINA EXPWY 89 --- 0.795 0.809 0.014 --- 0.935 0.928 -0.007 --- 0.796 0.769 -0.027 ---LINCOLN BLVD at MAXELLA AV 90 --- 0.741 0.708 -0.033 --- 0.893 0.884 -0.009 --- 0.666 0.674 0.008 ---LINCOLN BLVD at MINDANOA WY 91 --- 0.963 0.922 -0.041 --- 0.969 0.936 -0.033 --- 0.836 0.832 -0.004 ---LINCOLN BLVD at VENICE BLVD 95 --- 0.902 0.880 -0.022 --- 1.021 1.000 -0.021 --- 0.906 0.896 -0.010 ---LINCOLN BLVD at WASHINGTON BLVD 96 --- 0.881 0.859 -0.022 --- 1.133 1.126 -0.007 --- 0.696 0.699 0.003 ---CENTINELA BLVD at ROUTE 90 EB 118 --- 0.31 0.331 0.021 --- 0.522 0.511 -0.011 --- 0.607 0.616 0.009 ---CENTINELA BLVD at ROUTE 90 WB 119 --- 0.539 0.522 -0.017 --- 0.541 0.538 -0.003 --- 0.452 0.451 -0.001 ---SEPULVEDA BLVD at 79TH/80TH ST 136 --- 0.697 0.727 0.030 --- 0.818 0.810 -0.008 --- 0.581 0.515 -0.066 ---SEPULVEDA BLVD at 83RD ST 137 --- 0.777 0.754 -0.023 --- 0.969 0.946 -0.023 --- 0.539 0.482 -0.057 ---HAWTHORNE BLVD at LENNOX BLVD 309 Yes 0.865 0.754 -0.111 --- 1.020 0.960 -0.060 --- 1.082 1.119 0.037 XINGLEWOOD AV at LENNOX BLVD 310 Yes 1.048 0.909 -0.139 --- 1.256 1.108 -0.148 --- 1.143 1.253 0.110 XINGLEWOOD AV at ARBOR VITAE ST 502 Yes 0.847 0.834 -0.013 --- 0.849 0.889 0.040 X 0.829 0.915 0.086 XINGLEWOOD AV at CENTURY BLVD 503 --- 0.799 0.711 -0.088 --- 0.807 0.791 -0.016 --- 0.928 0.897 -0.031 ---INGLEWOOD AV at IMPERIAL HWY 505 --- 0.989 0.889 -0.100 --- 1.163 1.082 -0.081 --- 0.972 0.977 0.005 ---LA BREA AV at ARBOR VITAE ST 506 Yes 0.707 0.672 -0.035 --- 0.713 0.676 -0.037 --- 0.87 0.892 0.022 XPRAIRIE AV at LENNOX BLVD 510 --- 1.053 0.983 -0.070 --- 1.330 1.264 -0.066 --- 1.255 1.221 -0.034 ---# IMPACTS 6 0 1 6