SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : ST LOUIS Segment Nbr : 069-602-010 Original Current RICE LAKE Municipality RICE LAKE 2 Segment Length 2

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : ST LOUIS Segment Nbr : 069-602-010

Original Current

RICE LAKE Municipality RICE LAKE

2 Segment Length 2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 4 TO CSAH 34 Termini CSAH 4 TO CSAH 34

726 Present AADT 726

2015 Year of Count 2015

1.1 Projection Factor 1.1

726 Projected Traffic 726

RURAL Design Type RURAL

2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2 * 697640.5 / 60 * 25 * 1.1 $639,504

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 48.31 / 20 * 25 $255,077

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 31644.49 / 60 * 25 $26,370

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $639,504 + $255,077+ $26,370

$920,951



Status : Original


Original Current


1 Segment Length 1




CSAH 34 TO CSAH 36 Termini CSAH 34 TO CSAH 36










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 697640.5 / 60 * 25 * 1.1 $319,752


1 * 2112 * 48.31 / 20 * 25 $127,538


1 * 31644.49 / 60 * 25 $13,185


$0 + $319,752 + $127,538+ $13,185

$460,475



Status : Original


Original Current


1 Segment Length 1




CSAH 36 TO CO RD 246 Termini CSAH 36 TO CO RD 246










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 697640.5 / 60 * 25 * 1.1 $319,752


1 * 2112 * 48.31 / 20 * 25 $127,538


1 * 31644.49 / 60 * 25 $13,185


$0 + $319,752 + $127,538+ $13,185

$460,475



Status : Original


Original Current


1 Segment Length 1




CO RD 246 TO CSAH 37 Termini CO RD 246 TO CSAH 37










Comments


Segment Override

Culvert Information Status: Original

Original Current

93379 Structure Number 93379

4.32 Milepoint 4.32

1977 Year Built 1977

E BR AMITY CREEK Feature Crossed E BR AMITY CREEK

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

70 Culvert Length 70

51.00043459 Area of Waterway Opening 51.00043459

100% Shared Structure 100%

Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


1 * 697640.5 / 60 * 25 * 1.1 $319,752


1 * 2112 * 48.31 / 20 * 25 $127,538


1 * 31644.49 / 60 * 25 $13,185

Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost

70 * 51.00043459 * 15.47 /100 * 25 * 1.15

$15,878

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert

$0 + $319,752 + $127,538+ $13,185 + $15,878

$476,353



Status : Original


Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5




W CO LINE TO 0.50 M E Termini W CO LINE TO 0.50 M E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 697640.5 / 60 * 25 *1.1

$159,876


0.5 * 2112 * 48.31 / 20 * 25 $63,769


0.5 * 31644.49 / 60 * 25 $6,593


$0 + $159,876 + $63,769 +$6,593

$230,238



Status : Original


Original Current






0.5 MI E OF W CO LINE TO 1.0 MI EOF W CO LINE

Termini 0.5 MI E OF W CO LINE TO 1.0 MI EOF W CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 697640.5 / 60 * 25 *1.1

$159,876


0.5 * 2112 * 48.31 / 20 * 25 $63,769


0.5 * 31644.49 / 60 * 25 $6,593


$0 + $159,876 + $63,769 +$6,593

$230,238



Status : Original


Original Current






1.00 MI E TO 1.2 MI E OF W COLINE

Termini 1.00 MI E TO 1.2 MI E OF W COLINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 697640.5 / 60 * 25 *1.1

$63,950


0.2 * 2112 * 48.31 / 20 * 25 $25,508


0.2 * 31644.49 / 60 * 25 $2,637


$0 + $63,950 + $25,508 +$2,637

$92,095



Status : Original


Original Current






1.2 M E OF W CO LINE TO 0.5 MNW OF W LIM DULUTH

Termini 1.2 M E OF W CO LINE TO 0.5 MNW OF W LIM DULUTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1051308.88 / 60 * 25 *1.1

$626,405


1.3 * 2376 * 48.31 / 20 * 25 $186,525


1.3 * 78473.3 / 60 * 25 $42,506


$0 + $626,405 + $186,525+ $42,506

$855,436



Status : Original


Original Current






0.5 MI NW OF W LIM DULUTH TO WLIM DULUTH

Termini 0.5 MI NW OF W LIM DULUTH TO WLIM DULUTH










REINSTATED 2008 Comments REINSTATED 2008


Segment Override

Bridge Information Status: Original

Original Current


2.445 Milepoint 2.445


DM&IR RY Feature Crossed DM&IR RY

HWY / R.R. Type of Service HWY / R.R.

3 Number of Spans 3

248 Bridge Length 248

47.3 Bridge Width 47.3


Comments

2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1051308.88 / 60 * 25 *1.1

$240,925


0.5 * 2376 * 48.31 / 20 * 25 $71,740


0.5 * 78473.3 / 60 * 25 $16,349

Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost

248 * 47.3 * 138 / 80 * 25 *1.15

$581,755

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge

$0 + $240,925 + $71,740 +$16,349 + $581,755

$910,769



Status : Original


Original Current

DULUTH Municipality DULUTH





W LIM DULUTH TO A PT 0.4 MI E Termini W LIM DULUTH TO A PT 0.4 MI E










REVISED URBAN SECTION1/31/2003 WIDENED, REINSTATED2008

Comments REVISED URBAN SECTION1/31/2003 WIDENED, REINSTATED2008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1051308.88 / 60 * 25 *1.1

$192,740


0.4 * 2376 * 48.31 / 20 * 25 $57,392


0.4 * 78473.3 / 60 * 25 $13,079


$0 + $192,740 + $57,392 +$13,079

$263,211



Status : Original


Original Current






0.4 MI E OF W. LIM DULUTH TO APT. 0.03 MI W.OF TH 23

Termini 0.4 MI E OF W. LIM DULUTH TO APT. 0.03 MI W.OF TH 23










REVISED URBAN SECTION1/31/2003 WIDENED

Comments REVISED URBAN SECTION1/31/2003 WIDENED


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1051308.88 / 60 * 25 *1.1

$770,960


1.6 * 2376 * 48.31 / 20 * 25 $229,569


1.6 * 78473.3 / 60 * 25 $52,316


$0 + $770,960 + $229,569+ $52,316

$1,052,845



Status : Original


Original Current






A PT. 0.03 MI. W. OF TH 23 TO TH23

Termini A PT. 0.03 MI. W. OF TH 23 TO TH23





URBAN Design Type URBAN

5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.03 * 5465373.78 / 60 * 25* 1.15

$78,565


0.03 * 2904 * 48.31 / 15 * 25 $7,015


0.03 * 147933.47 / 60 * 25 $1,849


$0 + $78,565 + $7,015 +$1,849

$87,429



Status : Revised


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC


DIVIDED Existing Lane Description DIVIDED

TH 194 TO SKYLINE PARKWAY Termini TH 194 TO SKYLINE PARKWAY










2016 SP 069-604-073 RECTRAIL/RETAINING WALLS

SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009

Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS

SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.08 * 3911720.79 / 60 * 25* 1.15

$149,949


0.08 * 3696 * 48.31 / 15 * 25 $23,807


0.08 * 858567.18 / 60 * 25 $28,619


$35,156 + $149,949 +$23,807 + $28,619

$237,531



Status : Revised


Original Current






SKYLINE PKWY TO 0.03 MI NO OFPECAN AVE

Termini SKYLINE PKWY TO 0.03 MI NO OFPECAN AVE











REINSTATE COMPLETE NEEDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


REINSTATE COMPLETE NEEDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.69 * 3911720.79 / 60 * 25* 1.15

$1,293,313


0.69 * 3696 * 48.31 / 15 * 25 $205,337


0.69 * 858567.18 / 60 * 25 $246,838


$0 + $1,293,313 + $205,337+ $246,838

$1,745,488



Status : Revised


Original Current






0.03 MI NO OF PECAN AVE TOBLACKMAN AVE

Termini 0.03 MI NO OF PECAN AVE TOBLACKMAN AVE











REVISED URBAN SECTION1/31/2003 WIDENEDCITY OF DULUTH PROJECT TURNLANE CHINOOK 2005 MP 4-1024LOCAL FUNDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


REVISED URBAN SECTION1/31/2003 WIDENEDCITY OF DULUTH PROJECT TURNLANE CHINOOK 2005 MP 4-1024LOCAL FUNDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 5465373.78 / 60 * 25* 1.15

$1,178,471


0.45 * 2904 * 48.31 / 15 * 25 $105,219


0.45 * 147933.47 / 60 * 25 $27,738


$0 + $1,178,471 + $105,219+ $27,738

$1,311,428



Status : Revised


Original Current






BLACKMAN AV TO 0.14 MI SO OFARROWHEAD RD (CSAH 32)

Termini BLACKMAN AV TO 0.14 MI SO OFARROWHEAD RD (CSAH 32)











REVISED URBAN SECTION1/31/2003 WIDENEDSTRIPING AND TURN LANE 2005SAP 69-604-064SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


REVISED URBAN SECTION1/31/2003 WIDENEDSTRIPING AND TURN LANE 2005SAP 69-604-064SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 5465373.78 / 60 * 25 *1.15

$1,833,177


0.7 * 2904 * 48.31 / 15 * 25 $163,674


0.7 * 147933.47 / 60 * 25 $43,147


$0 + $1,833,177 + $163,674+ $43,147

$2,039,998



Status : Revised


Original Current






0.14 MI SO OF ARROWHEAD RD.TO ARROWHEAD RD.

Termini 0.14 MI SO OF ARROWHEAD RD.TO ARROWHEAD RD.











REVISED URBAN SECTION1/31/2003SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


REVISED URBAN SECTION1/31/2003SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.14 * 5465373.78 / 60 * 25* 1.15

$366,635


0.14 * 2904 * 48.31 / 15 * 25 $32,735


0.14 * 147933.47 / 60 * 25 $8,629


$35,156 + $366,635 +$32,735 + $8,629

$443,155



Status : Original


Original Current






ARROWHEAD RD (CSAH 32) TO0.11 MI NO

Termini ARROWHEAD RD (CSAH 32) TO0.11 MI NO










REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009

Comments REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 3911720.79 / 60 * 25* 1.15

$206,180


0.11 * 3696 * 48.31 / 15 * 25 $32,735


0.11 * 858567.18 / 60 * 25 $39,351


$35,156 + $206,180 +$32,735 + $39,351

$313,422



Status : Original


Original Current






0.11 MI TO 1.12 MI NO OF CSAH 32 Termini 0.11 MI TO 1.12 MI NO OF CSAH 32













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.01 * 2313712.32 / 60 * 25* 1.1

$1,071,056


1.01 * 3564 * 48.31 / 20 * 25 $217,373


1.01 * 467448.58 / 60 * 25 $196,718


$70,313 + $1,071,056 +$217,373 + $196,718

$1,555,460



Status : Original


Original Current






1.12 MI NO OF CSAH 32 TO 0.19 MINO OF CO RD 237

Termini 1.12 MI NO OF CSAH 32 TO 0.19 MINO OF CO RD 237













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.55 * 2313712.32 / 60 * 25* 1.1

$583,248


0.55 * 3564 * 48.31 / 20 * 25 $118,372


0.55 * 467448.58 / 60 * 25 $107,124


$0 + $583,248 + $118,372+ $107,124

$808,744



Status : Original


Original Current






0.19 MI NO OF CO RD 237 TO NOLIM DULUTH

Termini 0.19 MI NO OF CO RD 237 TO NOLIM DULUTH













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.81 * 2313712.32 / 60 * 25* 1.1

$858,966


0.81 * 3564 * 48.31 / 20 * 25 $174,329


0.81 * 467448.58 / 60 * 25 $157,764


$0 + $858,966 + $174,329+ $157,764

$1,191,059



Status : Original


Original Current


1 Segment Length 1




NO LIM DULUTH TO CSAH 9 Termini NO LIM DULUTH TO CSAH 9










REVISED RURAL SECTION2/7/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009

Comments REVISED RURAL SECTION2/7/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 2313712.32 / 60 * 25 *1.1

$1,060,451


1 * 3564 * 48.31 / 20 * 25 $215,221


1 * 467448.58 / 60 * 25 $194,770


$0 + $1,060,451 + $215,221+ $194,770

$1,470,442



Status : Original


Original Current






CSAH 9 TO 0.6 MI N Termini CSAH 9 TO 0.6 MI N










REVISED RURAL SECTION1/31/2003

Comments REVISED RURAL SECTION1/31/2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1051308.88 / 60 * 25 *1.1

$289,110


0.6 * 2376 * 48.31 / 20 * 25 $86,088


0.6 * 78473.3 / 60 * 25 $19,618


$0 + $289,110 + $86,088 +$19,618

$394,816



Status : Original


Original Current






0.6 MI N OF CSAH 9 TO C-SAH 35 Termini 0.6 MI N OF CSAH 9 TO C-SAH 35










REVISED RURAL SECTION1/31/2003

REVISED, COMBINEDW/SEGMENT 061

Comments REVISED RURAL SECTION1/31/2003



Segment Override


Original Current


9.05 Milepoint 9.05


BEAVER RIVER Feature Crossed BEAVER RIVER

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1051308.88 / 60 * 25 *1.1

$1,638,290


3.4 * 2376 * 48.31 / 20 * 25 $487,834


3.4 * 78473.3 / 60 * 25 $111,171


77 * 99.99986017 * 15.47 /100 * 25 * 1.15

$34,247


$0 + $1,638,290 + $487,834+ $111,171 + $34,247

$2,271,542



Status : Original


Original Current


1 Segment Length 1




CSAH 35 TO N CORP LIMITSLISMORE RD

Termini CSAH 35 TO N CORP LIMITSLISMORE RD










REVISEDRURAL SECTION1/31/2003

Comments REVISEDRURAL SECTION1/31/2003


Segment Override


Original Current


9.61 Milepoint 9.61


BEAVER RIVER Feature Crossed BEAVER RIVER

Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 1051308.88 / 60 * 25 *1.1

$481,850


1 * 2376 * 48.31 / 20 * 25 $143,481


1 * 78473.3 / 60 * 25 $32,697


72 * 99.99986017 * 15.47 /100 * 25 * 1.15

$32,023


$0 + $481,850 + $143,481+ $32,697 + $32,023

$690,051



Status : Original


Original Current






N CORP LIMITS TO 0.4 MI N OFCSAH 44

Termini N CORP LIMITS TO 0.4 MI N OFCSAH 44











Comments REVISED, COMBINEDW/SEGMENT 080


Segment Override


Original Current




strem Feature Crossed strem

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1051308.88 / 60 * 25 *1.1

$1,638,290


3.4 * 2376 * 48.31 / 20 * 25 $487,834


3.4 * 78473.3 / 60 * 25 $111,171


84 * 65.9999292 * 15.47 /100 * 25 * 1.15

$24,658


$0 + $1,638,290 + $487,834+ $111,171 + $24,658

$2,261,953



Status : Original


Original Current






0.4 MI N TO 2.8 MI N OF CSAH 44 Termini 0.4 MI N TO 2.8 MI N OF CSAH 44










REINSTATED 3/17/09 Comments REINSTATED 3/17/09


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 1051308.88 / 60 * 25 *1.1

$1,156,440


2.4 * 2376 * 48.31 / 20 * 25 $344,354


2.4 * 78473.3 / 60 * 25 $78,473


$0 + $1,156,440 + $344,354+ $78,473

$1,579,267



Status : Original


Original Current
















REINSTATED 3/17/09 Comments REINSTATED 3/17/09


Segment Override


Original Current




ISLAND LAKE Feature Crossed ISLAND LAKE

Type of Service

Number of Spans

234.2 Bridge Length 234.2



Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 1051308.88 / 60 * 25 *1.1

$1,060,070


2.2 * 2376 * 48.31 / 20 * 25 $315,658


2.2 * 78473.3 / 60 * 25 $71,934


234.2 * 50.3 * 138 / 80 * 25* 1.15

$584,227


$0 + $1,060,070 + $315,658+ $71,934 + $584,227

$2,031,889



Status : Original


Original Current






5.0 M TO 8.1 M N OF CSAH 44 Termini 5.0 M TO 8.1 M N OF CSAH 44










2015 SAP 069-604-077 RC&OL Comments 2015 SAP 069-604-077 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 697640.5 / 60 * 25 *1.1

$991,231


3.1 * 2112 * 48.31 / 20 * 25 $395,369


3.1 * 31644.49 / 60 * 25 $40,874


$0 + $991,231 + $395,369+ $40,874

$1,427,474



Status : Original


Original Current


















Segment Override


Original Current

L4158 Structure Number L4158

24.9 Milepoint 24.9


STREAM Feature Crossed STREAM

Type of Service


12 Culvert Width 12

7 Culvert Height 7




Comments



Original Current

L4159 Structure Number L4159




Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.2 * 697640.5 / 60 * 25 *1.1

$1,662,710


5.2 * 2112 * 48.31 / 20 * 25 $663,200


5.2 * 31644.49 / 60 * 25 $68,563


80 * 63.99999662 * 15.47 /100 * 25 * 1.15

$22,772


108 * 89.00023076 * 15.47 /100 * 25 * 1.15

$42,751

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert

$0 + $1,662,710 + $663,200+ $68,563 + $22,772 +$42,751

$2,459,996



Status : Original


Original Current






13.3 M TO 16.6 M N OF CSAH 44 Termini 13.3 M TO 16.6 M N OF CSAH 44












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 697640.5 / 60 * 25 *1.1

$1,055,181


3.3 * 2112 * 48.31 / 20 * 25 $420,877


3.3 * 31644.49 / 60 * 25 $43,511


$0 + $1,055,181 + $420,877+ $43,511

$1,519,569



Status : Original


Original Current






16.6 MI N OF CSAH 44 TO 1.2 MI SEOF N CO RD 547

Termini 16.6 MI N OF CSAH 44 TO 1.2 MI SEOF N CO RD 547










RESURFACED 2003 SAP 69-604-54

COMBINED W/SEGMENTS 121 &122

Comments RESURFACED 2003 SAP 69-604-54



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 697640.5 / 60 * 25 *1.1

$1,406,908


4.4 * 2112 * 48.31 / 20 * 25 $561,169


4.4 * 31644.49 / 60 * 25 $58,015


$0 + $1,406,908 + $561,169+ $58,015

$2,026,092



Status : Original


Original Current


2 Segment Length 2




1.2 MI SE OF CO RD 547 TO 0.8 MINW OF CO RD 547

Termini 1.2 MI SE OF CO RD 547 TO 0.8 MINW OF CO RD 547










RESURFACED 2003 SAP 69-604-54 Comments RESURFACED 2003 SAP 69-604-54


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 697640.5 / 60 * 25 * 1.1 $639,504


2 * 2112 * 48.31 / 20 * 25 $255,077


2 * 31644.49 / 60 * 25 $26,370


$0 + $639,504 + $255,077+ $26,370

$920,951



Status : Original


Original Current






0.8 MI NW OF CO RD 547 TO 3.2 MISO OF CSAH 108

Termini 0.8 MI NW OF CO RD 547 TO 3.2 MISO OF CSAH 108












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 697640.5 / 60 * 25 *1.1

$479,628


1.5 * 2112 * 48.31 / 20 * 25 $191,308


1.5 * 31644.49 / 60 * 25 $19,778


$0 + $479,628 + $191,308+ $19,778

$690,714



Status : Original


Original Current






3.2 M TO 2.7 M S OF CSAH 108 Termini 3.2 M TO 2.7 M S OF CSAH 108












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 697640.5 / 60 * 25 *1.1

$159,876


0.5 * 2112 * 48.31 / 20 * 25 $63,769


0.5 * 31644.49 / 60 * 25 $6,593


$0 + $159,876 + $63,769 +$6,593

$230,238



Status : Original


Original Current






2.7 TO 2.4 MILES SOUTH OF CSAH108

Termini 2.7 TO 2.4 MILES SOUTH OF CSAH108










Comments


Segment Override


Original Current




WHITEFACE RIVER Feature Crossed WHITEFACE RIVER

Type of Service


10 Culvert Width 10

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 697640.5 / 60 * 25 *1.1

$95,926


0.3 * 2112 * 48.31 / 20 * 25 $38,262


0.3 * 31644.49 / 60 * 25 $3,956


44 * 299.99958051 * 15.47 /100 * 25 * 1.15

$58,709


$0 + $95,926 + $38,262 +$3,956 + $58,709

$196,853



Status : Original


Original Current






2.4 MI S TO CSAH 108 Termini 2.4 MI S TO CSAH 108










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 697640.5 / 60 * 25 *1.1

$767,405


2.4 * 2112 * 48.31 / 20 * 25 $306,092


2.4 * 31644.49 / 60 * 25 $31,644


$0 + $767,405 + $306,092+ $31,644

$1,105,141



Status : Original


Original Current






CSAH 108 (SO JCT) TO CO RD 537 Termini CSAH 108 (SO JCT) TO CO RD 537










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 697640.5 / 60 * 25 *1.1

$735,429


2.3 * 2112 * 48.31 / 20 * 25 $293,338


2.3 * 31644.49 / 60 * 25 $30,326


$0 + $735,429 + $293,338+ $30,326

$1,059,093



Status : Original


Original Current






CR 537 (3.3 MI SO) TO 1.6 MI S OFCSAH 16

Termini CR 537 (3.3 MI SO) TO 1.6 MI S OFCSAH 16










SEGMENT CHANGED, SEE 69-604-170 FOR 2002 CONSTRUCTIONPROJECT SP 69-604-57

Comments SEGMENT CHANGED, SEE 69-604-170 FOR 2002 CONSTRUCTIONPROJECT SP 69-604-57


Segment Override


Original Current


44.3 Milepoint 44.3


S BR WATER HEN CREEK Feature Crossed S BR WATER HEN CREEK

Type of Service


12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 697640.5 / 60 * 25 *1.1

$543,578


1.7 * 2112 * 48.31 / 20 * 25 $216,815


1.7 * 31644.49 / 60 * 25 $22,415


46 * 144.00053059 * 15.47 /100 * 25 * 1.15

$29,461


$0 + $543,578 + $216,815+ $22,415 + $29,461

$812,269



Status : Original


Original Current






1.6 MI SO OF CSAH 16 TO 0.1 MISO OF CSAH 111

Termini 1.6 MI SO OF CSAH 16 TO 0.1 MISO OF CSAH 111










2015 SAP 069-604-076 BR 69A29

RECONSTRUCTED 2002 FEDERALFUNDS 80% SP 69-604-57 MOVEDBR 93195 TO SEG 69-604-180 BR96743 WIDENED 2002

Comments 2015 SAP 069-604-076 BR 69A29

RECONSTRUCTED 2002 FEDERALFUNDS 80% SP 69-604-57 MOVEDBR 93195 TO SEG 69-604-180 BR96743 WIDENED 2002


Segment Override


Original Current

69A29 Structure Number 69A29



WATER HEN CREEK Feature Crossed WATER HEN CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1




SAP 69-604-076 - JP CORRECTEDTO BR LOG INFO

Comments SAP 69-604-076 - JP CORRECTEDTO BR LOG INFO

1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )


Original Current




MUD HEN CREEK Feature Crossed MUD HEN CREEK

STREAM CROSSING Type of Service STREAM CROSSING


Culvert Width

Culvert Height




Comments


Segment Cost

Information


Computation Result


0 * 56250 / 40 * 25 $0


5.5 * 697640.5 / 60 * 25 *1.1

$1,758,635


5.5 * 2112 * 48.31 / 20 * 25 $701,461


5.5 * 31644.49 / 60 * 25 $72,519


74.7 * 47.5 * 152 / 80 * 25 *1.15

$193,823


89 * 38.99976248 * 15.47 /100 * 25 * 1.15

$15,438

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert

$0 + $1,758,635 + $701,461+ $72,519 + $193,823 +$15,438

$2,741,876



Status : Original


Original Current






0.1 MI SO OF CSAH 111 TO CO RD352

Termini 0.1 MI SO OF CSAH 111 TO CO RD352










TERMINI CHANGED 1/17/03 SEE69-604-170 AND STR TAB

Comments TERMINI CHANGED 1/17/03 SEE69-604-170 AND STR TAB


Segment Override


Original Current





Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments



Original Current


51.3 Milepoint 51.3



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 697640.5 / 60 * 25 *1.1

$511,603


1.6 * 2112 * 48.31 / 20 * 25 $204,061


1.6 * 31644.49 / 60 * 25 $21,096


98 * 52.0004009 * 15.47 /100 * 25 * 1.15

$22,665


98 * 102.9997591 * 15.47 /100 * 25 * 1.15

$44,894

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert

$0 + $511,603 + $204,061+ $21,096 + $22,665 +$44,894

$804,319



Status : Original


Original Current






CO RD 352 TO CSAH 108 (NO JCT) Termini CO RD 352 TO CSAH 108 (NO JCT)










COMBINED WITH SEGMENT 1821/18/06

Comments COMBINED WITH SEGMENT 1821/18/06


Segment Override


Original Current




ST LOUIS RIVER Feature Crossed ST LOUIS RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 697640.5 / 60 * 25 *1.1

$351,727


1.1 * 2112 * 48.31 / 20 * 25 $140,292


1.1 * 31644.49 / 60 * 25 $14,504


197.4 * 47.3 * 138 / 80 * 25* 1.15

$463,058


$0 + $351,727 + $140,292+ $14,504 + $463,058

$969,581



Status : Original


Original Current


5 Segment Length 5




CSAH 108 TO 4.8 MI N OF C-SAH20

Termini CSAH 108 TO 4.8 MI N OF C-SAH20











Comments COMBINED W/SEGMENTS 190 &200


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 697640.5 / 60 * 25 * 1.1 $1,598,759


5 * 2112 * 48.31 / 20 * 25 $637,692


5 * 31644.49 / 60 * 25 $65,926


$0 + $1,598,759 + $637,692+ $65,926

$2,302,377



Status : Original


Original Current






4.8 MI N OF C-SAH 20 TO S. LIMBIWABIK

Termini 4.8 MI N OF C-SAH 20 TO S. LIMBIWABIK










Comments


Segment Override


Original Current




EMBARRASS RIVER Feature Crossed EMBARRASS RIVER

Type of Service

Number of Spans


45 Bridge Width 45


Comments

1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )


Original Current




DM&IR RY Feature Crossed DM&IR RY

HWY / R.R. Type of Service HWY / R.R.

3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 697640.5 / 60 * 25 *1.1

$351,727


1.1 * 2112 * 48.31 / 20 * 25 $140,292


1.1 * 31644.49 / 60 * 25 $14,504


56.3 * 45 * 152 / 80 * 25 *1.15

$138,392


215.5 * 47.3 * 138 / 80 * 25* 1.15

$505,517

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge

$0 + $351,727 + $140,292+ $14,504 + $138,392 +$505,517

$1,150,432



Status : Original


Original Current

BIWABIK Municipality BIWABIK





S. LIM BIWABIK TO TH 135 Termini S. LIM BIWABIK TO TH 135










REVISED URBAN SECTION 2/13/03 Comments REVISED URBAN SECTION 2/13/03


Segment Override


Original Current


59.967 Milepoint 59.967



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.55 * 697640.5 / 60 * 25 *1.1

$175,864


0.55 * 2112 * 48.31 / 20 * 25 $70,146


0.55 * 31644.49 / 60 * 25 $7,252

Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYe

Documents

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : ST LOUIS Segment Nbr : 069-602-010 Original Current RICE LAKE Municipality RICE LAKE 2 Segment Length 2