· SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : LAC QUI PARLE Segment Nbr : 037-602-010 Original Current Unassigned/Unknown Municipalit

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : LAC QUI PARLE Segment Nbr : 037-602-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7 Segment Length 7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 7 TO CSAH 11 Termini CSAH 7 TO CSAH 11

70 Present AADT 70

2016 Year of Count 2016

1.1 Projection Factor 1.1

77 Projected Traffic 77

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Culvert Information Status: Original

Original Current

37J23 Structure Number 37J23

5.68 Milepoint 5.68

2000 Year Built 2000

FLORIDA CREEK Feature Crossed FLORIDA CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

14 Culvert Width 14

6 Culvert Height 6

39 Culvert Length 39

84.00039921 Area of Waterway Opening 84.00039921

100% Shared Structure 100%

Comments

1 Culvert Group Code 1


Original Current


5.94 Milepoint 5.94





12 Culvert Width 12

6 Culvert Height 6




Comments



Original Current


6.03 Milepoint 6.03


STREAM Feature Crossed STREAM



12 Culvert Width 12

6 Culvert Height 6




Comments


Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

7 * 344300.22 / 60 * 25 * 1.1 $1,104,630

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7 * 546 * 10.01 / 2 * 25 $478,228

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7 * 0 / 60 * 25 $0

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

39 * 84.00039921 * 15.75 /100 * 25 * 1.15

$14,834


42 * 216.00025769 * 15.75 /100 * 25 * 1.15

$41,079


40 * 71.9997271 * 15.75 /100 * 25 * 1.15

$13,041

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

$1,104,630 + $478,228 + $0+ $14,834 + $41,079 +$13,041

$1,651,812



Status : Original


Original Current


4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



CSAH 11 TO TH 75 Termini CSAH 11 TO TH 75

70 Present AADT 70









BITUMINOUS OVERLAY WITHLOCAL FUNDS IN 2009.

Comments BITUMINOUS OVERLAY WITHLOCAL FUNDS IN 2009.


Segment Override



Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0


4 * 688600.43 / 60 * 25 * 1.1 $1,262,434


4 * 2112 * 48.14 / 20 * 25 $508,358


4 * 29505.92 / 60 * 25 $49,177

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,262,434 + $508,358+ $49,177

$1,819,969



Status : Original


Original Current


7.1 Segment Length 7.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS



TH 75 TO CSAH 23 Termini TH 75 TO CSAH 23

165 Present AADT 165









Comments


Segment Override

Bridge Information Status: Original

Original Current

37546 Structure Number 37546

16.23 Milepoint 16.23


Lac Qui Parle River Feature Crossed Lac Qui Parle River


3 Number of Spans 3

134.8 Bridge Length 134.8

39.1 Bridge Width 39.1


Comments

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


Original Current




Co Ditch # 79 Feature Crossed Co Ditch # 79



14 Culvert Width 14

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.1 * 688600.43 / 60 * 25 *1.1

$2,240,821


7.1 * 2112 * 48.14 / 20 * 25 $902,336


7.1 * 29505.92 / 60 * 25 $87,288

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

134.8 * 39.1 * 155 / 80 * 25* 1.15

$293,593


60 * 84.00039921 * 15.75 /100 * 25 * 1.15

$22,822

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

$0 + $2,240,821 + $902,336+ $87,288 + $293,593 +$22,822

$3,546,860



Status : Original


Original Current


7 Segment Length 7




CSAH 23 TO CSAH 29 (W LIM OFBOYD)

Termini CSAH 23 TO CSAH 29 (W LIM OFBOYD)










2016 SAP 037-602-020 M&OL

IT WAS DISCOVERED THAT A 122"RCP ARCH PIPE AT A 45 DEGREESKEW IN A INTERSECTION WASON THIS SEGMENT SO BR NO.37J46 WAS ADDED. BUT THEPROGRAM GIVES A LENGTH OF88FEET BUT IN REALITY WE NEED ALENGTH OF 140 FT TO MATCHEXISTING.

Comments 2016 SAP 037-602-020 M&OL

IT WAS DISCOVERED THAT A 122"RCP ARCH PIPE AT A 45 DEGREESKEW IN A INTERSECTION WASON THIS SEGMENT SO BR NO.37J46 WAS ADDED. BUT THEPROGRAM GIVES A LENGTH OF88FEET BUT IN REALITY WE NEED ALENGTH OF 140 FT TO MATCHEXISTING.


Segment Override


Original Current




BRANCH A JUD DITCH # 8 Feature Crossed BRANCH A JUD DITCH # 8



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7 * 688600.43 / 60 * 25 * 1.1 $2,209,260


7 * 2112 * 48.14 / 20 * 25 $889,627


7 * 29505.92 / 60 * 25 $86,059


80 * 52.0004009 * 15.75 /100 * 25 * 1.15

$18,837

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

$0 + $2,209,260 + $889,627+ $86,059 + $18,837

$3,203,783



Status : Original


Original Current

BOYD Municipality BOYD





W LIM OF BOYD OR CSAH 29 TO0.19 MI E

Termini W LIM OF BOYD OR CSAH 29 TO0.19 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 688600.43 / 60 * 25 *1.1

$59,966


0.19 * 2112 * 48.14 / 20 * 25 $24,147


0.19 * 29505.92 / 60 * 25 $2,336


$0 + $59,966 + $24,147 +$2,336

$86,449



Status : Original


Original Current






0.19 MI E OF W LIM OF BOYD TOSCHOOL ST

Termini 0.19 MI E OF W LIM OF BOYD TOSCHOOL ST










COMBINED 37-602-71 WITH THISSEGMENTNEW COST PER MILE AVERAGEDFROM BOTH SEGMENTS IN 2006.

Comments COMBINED 37-602-71 WITH THISSEGMENTNEW COST PER MILE AVERAGEDFROM BOTH SEGMENTS IN 2006.


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

LAC QUI PARLE REGIONALRAILROAD

RailRoad Name LAC QUI PARLE REGIONALRAILROAD

185278P USDOT Number 185278P

0.22 Located at Milepoint 0.22

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

60 Crossing Length 60

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 688600.43 / 60 * 25 *1.1

$100,995


0.32 * 2112 * 48.14 / 20 * 25 $40,669


0.32 * 29505.92 / 60 * 25 $3,934

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

60 * 1350 / 25 * 25 $81,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface

$0 + $100,995 + $40,669 +$3,934 + $1,500 + $81,000

$228,098



Status : Original


Original Current






SCHOOL ST TO 0.25 MI EAST Termini SCHOOL ST TO 0.25 MI EAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 688600.43 / 60 * 25 *1.1

$78,902


0.25 * 2112 * 48.14 / 20 * 25 $31,772


0.25 * 29505.92 / 60 * 25 $3,074


$0 + $78,902 + $31,772 +$3,074

$113,748



Status : Original


Original Current






0.25 MI E OF SCHOOL ST TO E LIMBOYD

Termini 0.25 MI E OF SCHOOL ST TO E LIMBOYD










Comments


Segment Override


Original Current




TEN MILE CREEK (JD #8) Feature Crossed TEN MILE CREEK (JD #8)

Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 688600.43 / 60 * 25 *1.1

$72,590


0.23 * 2112 * 48.14 / 20 * 25 $29,231


0.23 * 29505.92 / 60 * 25 $2,828


90 * 163.99985679 * 15.75 /100 * 25 * 1.15

$66,835


$0 + $72,590 + $29,231 +$2,828 + $66,835

$171,484



Status : Original


Original Current


2 Segment Length 2




E LIM BOYD TO E CO LINE Termini E LIM BOYD TO E CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 688600.43 / 60 * 25 * 1.1 $631,217


2 * 2112 * 48.14 / 20 * 25 $254,179


2 * 29505.92 / 60 * 25 $24,588


$0 + $631,217 + $254,179+ $24,588

$909,984



Status : Original


Original Current


3 Segment Length 3




CSAH 24 TO 1.0 M N OF CSAH 28 Termini CSAH 24 TO 1.0 M N OF CSAH 28

75 Present AADT 75









Comments


Segment Override


Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

075224F USDOT Number 075224F


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200

Total Segment Cost Construction +Preservation + ROW + RRCrossing Protection + RRCrossing Surface

$473,413 + $204,955 + $0+ $1,500 + $43,200

$723,068



Status : Original


Original Current


1 Segment Length 1




1.0 M N TO 2.0 M N OF CSAH 28 Termini 1.0 M N TO 2.0 M N OF CSAH 28

75 Present AADT 75









Comments


Segment Override


Original Current


3.77 Milepoint 3.77


S FK YELLOW BANK RIVER Feature Crossed S FK YELLOW BANK RIVER

Type of Service

Number of Spans

118 Bridge Length 118



Comments



Original Current


3.47 Milepoint 3.47



Type of Service

Number of Spans




Comments




Computation Result


1 * 344300.22 / 60 * 25 * 1.1 $157,804


1 * 546 * 10.01 / 2 * 25 $68,318


1 * 0 / 60 * 25 $0


118 * 32.6 * 155 / 80 * 25 *1.15

$214,279


118 * 32.7 * 155 / 80 * 25 *1.15

$214,936

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

$157,804 + $68,318 + $0 +$214,279 + $214,936

$655,337



Status : Original


Original Current


1 Segment Length 1




2.0 MI N OF CSAH 28 TO CSAH 30 Termini 2.0 MI N OF CSAH 28 TO CSAH 30

75 Present AADT 75









BITUMINOUS OVERLAY 2007SAP 37-603-10

Comments BITUMINOUS OVERLAY 2007SAP 37-603-10


Segment Override


Original Current


4.35 Milepoint 4.35



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 688600.43 / 60 * 25 * 1.1 $315,609


1 * 2112 * 48.14 / 20 * 25 $127,090


1 * 29505.92 / 60 * 25 $12,294


145.7 * 36.3 * 155 / 80 * 25* 1.15

$294,609

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

$0 + $315,609 + $127,090+ $12,294 + $294,609

$749,602



Status : Original


Original Current


1 Segment Length 1

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 688600.43 / 60 * 25 * 1.1 $315,609


1 * 2112 * 48.14 / 20 * 25 $127,090


1 * 29505.92 / 60 * 25 $12,294


$0 + $315,609 + $127,090+ $12,294

$454,993



Status : Original


Original Current






S COUNTY LINE TO 4.2 MILES NO(NO END BRIDGE 037525)

Termini S COUNTY LINE TO 4.2 MILES NO(NO END BRIDGE 037525)










Comments


Segment Override


Original Current


4.18 Milepoint 4.18


W FK LAC QUI PARLE RIVER Feature Crossed W FK LAC QUI PARLE RIVER

Type of Service

Number of Spans

94 Bridge Length 94



Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 688600.43 / 60 * 25 *1.1

$1,325,556


4.2 * 2112 * 48.14 / 20 * 25 $533,776


4.2 * 29505.92 / 60 * 25 $51,635


94 * 37.3 * 155 / 80 * 25 *1.15

$195,306


$0 + $1,325,556 + $533,776+ $51,635 + $195,306

$2,106,273



Status : Original


Original Current






4.2 MI N COUNTY LINE TO TH 212 Termini 4.2 MI N COUNTY LINE TO TH 212










Comments


Segment Override


Original Current


6.95 Milepoint 6.95


CROW CREEK Feature Crossed CROW CREEK

Type of Service

Number of Spans

73 Bridge Length 73



Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.9 * 688600.43 / 60 * 25 *1.1

$1,546,482


4.9 * 2112 * 48.14 / 20 * 25 $622,739


4.9 * 29505.92 / 60 * 25 $60,241


73 * 36.4 * 155 / 80 * 25 *1.15

$148,014


$0 + $1,546,482 + $622,739+ $60,241 + $148,014

$2,377,476



Status : Original


Original Current






TH 212 TO S. LIMITS OF MARIETTA Termini TH 212 TO S. LIMITS OF MARIETTA










BITUMINOUS OVERLAY UNDERSAP 37-607-036

Comments BITUMINOUS OVERLAY UNDERSAP 37-607-036


Segment Override


Original Current


9.49 Milepoint 9.49


LOST CREEK Feature Crossed LOST CREEK

Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments



Original Current


13.4 Milepoint 13.4





10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current







10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 688600.43 / 60 * 25 *1.1

$1,514,921


4.8 * 2112 * 48.14 / 20 * 25 $610,030


4.8 * 29505.92 / 60 * 25 $59,012


76 * 245.00035707 * 15.75 /100 * 25 * 1.15

$84,314


60 * 37.99979617 * 15.75 /100 * 25 * 1.15

$10,324


60 * 37.99979617 * 15.75 /100 * 25 * 1.15

$10,324

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

$0 + $1,514,921 + $610,030+ $59,012 + $84,314 +$10,324 + $10,324

$2,288,925



Status : Original


Original Current

MARIETTA Municipality MARIETTA





SOUTH LIMITS MARIETTA TO TH40

Termini SOUTH LIMITS MARIETTA TO TH40





URBAN Design Type URBAN

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







Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2356313.52 / 60 * 25* 1.15

$282,267


0.25 * 2904 * 48.14 / 15 * 25 $58,249


0.25 * 115654.94 / 60 * 25 $12,047


$0 + $282,267 + $58,249 +$12,047

$352,563



Status : Original


Original Current






TH 40 TO NO LIMS MARIETTA Termini TH 40 TO NO LIMS MARIETTA










BITUMINOUS OVERLAY UNDER37-607-036

Comments BITUMINOUS OVERLAY UNDER37-607-036


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2356313.52 / 60 * 25 *1.15

$564,533


0.5 * 2904 * 48.14 / 15 * 25 $116,499


0.5 * 115654.94 / 60 * 25 $24,095


$0 + $564,533 + $116,499+ $24,095

$705,127



Status : Original


Original Current






NO LIMS MARIETTA TO CSAH 24 Termini NO LIMS MARIETTA TO CSAH 24













Segment Override


Original Current







14 Culvert Width 14

11 Culvert Height 11


608 Area of Waterway Opening 608


REPLACEMENT DONE UNDERSAP 37-607-035

Comments REPLACEMENT DONE UNDERSAP 37-607-035



Original Current







12 Culvert Width 12

6 Culvert Height 6




REPLACEMENT DONE UNDERSAP 37-607-034

Comments REPLACEMENT DONE UNDERSAP 37-607-034




Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 688600.43 / 60 * 25 *1.1

$1,104,630


3.5 * 2112 * 48.14 / 20 * 25 $444,814


3.5 * 29505.92 / 60 * 25 $43,029


54 * 608 * 15.75 / 100 * 25 *1.15

$148,667


54 * 140 * 15.75 / 100 * 25 *1.15

$34,233

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

$0 + $1,104,630 + $444,814+ $43,029 + $148,667 +$34,233

$1,775,373



Status : Original


Original Current


3 Segment Length 3














BITUMINOUS OVERLAY UNDER37-607-036

Comments BITUMINOUS OVERLAY UNDER37-607-036


Segment Override


Original Current


18.822 Milepoint 18.822



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments



Status: Original

Original Current



075219J USDOT Number 075219J


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


82 * 245.00035707 * 15.75 /100 * 25 * 1.15

$90,970


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + RR CrossingProtection + RR CrossingSurface

$0 + $946,826 + $381,269+ $36,882 + $90,970 +$1,500 + $43,200

$1,500,647



Status : Original


Original Current






CSAH 44 TO BR 37516, 5.4 MI N OFCSAH 44

Termini CSAH 44 TO BR 37516, 5.4 MI N OFCSAH 44










Comments


Segment Override


Original Current





Type of Service

Number of Spans


30 Bridge Width 30


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.4 * 688600.43 / 60 * 25 *1.1

$1,704,286


5.4 * 2112 * 48.14 / 20 * 25 $686,284


5.4 * 29505.92 / 60 * 25 $66,388


76.8 * 30 * 155 / 80 * 25 *1.15

$128,340


$0 + $1,704,286 + $686,284+ $66,388 + $128,340

$2,585,298



Status : Original


Original Current






BRIDGE 37516, 5.4 MI N OF CSAH44 TO CSAH 40

Termini BRIDGE 37516, 5.4 MI N OF CSAH44 TO CSAH 40










Comments


Segment Override


Original Current




N FK YELLOW BANK RIVER Feature Crossed N FK YELLOW BANK RIVER

Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 688600.43 / 60 * 25 *1.1

$820,582


2.6 * 2112 * 48.14 / 20 * 25 $330,433


2.6 * 29505.92 / 60 * 25 $31,965


126 * 38 * 155 / 80 * 25 *1.15

$266,707


$0 + $820,582 + $330,433+ $31,965 + $266,707

$1,449,687



Status : Original


Original Current






CSAH 40 TO N CO LINE Termini CSAH 40 TO N CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.9 * 688600.43 / 60 * 25 *1.1

$1,230,873


3.9 * 2112 * 48.14 / 20 * 25 $495,649


3.9 * 29505.92 / 60 * 25 $47,947


$0 + $1,230,873 + $495,649+ $47,947

$1,774,469



Status : Original


Original Current







80 Present AADT 80









Comments


Segment Override


Original Current


0.92 Milepoint 0.92


LAC QUI PARLE RIVER Feature Crossed LAC QUI PARLE RIVER


3 Number of Spans 3




Comments




Computation Result


3.9 * 344300.22 / 60 * 25 *1.1

$615,437


3.9 * 546 * 10.01 / 2 * 25 $266,441


3.9 * 0 / 60 * 25 $0


133.46 * 35.33 * 155 / 80 *25 * 1.15

$262,648

Total Segment Cost Construction +Preservation + ROW +Bridge

$615,437 + $266,441 + $0+ $262,648

$1,144,526



Status : Original


Original Current







70 Present AADT 70









COMBINED 37-608-020 WITH THISSEGMENT, NEW COST PER MILEAVERAGED FROM BOTHSEGMENTS IN 2006.

Comments COMBINED 37-608-020 WITH THISSEGMENT, NEW COST PER MILEAVERAGED FROM BOTHSEGMENTS IN 2006.


Segment Override


Original Current


8.75 Milepoint 8.75


TEN MILE CREEK Feature Crossed TEN MILE CREEK

Type of Service

Number of Spans

58 Bridge Length 58



Comments



Status: Original

Original Current



186482S USDOT Number 186482S


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


6.1 * 344300.22 / 60 * 25 *1.1

$962,606


6.1 * 546 * 10.01 / 2 * 25 $416,741


6.1 * 0 / 60 * 25 $0


58 * 32.9 * 155 / 80 * 25 *1.15

$106,293


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800

Total Segment Cost Construction +Preservation + ROW +Bridge + RR CrossingProtection + RR CrossingSurface

$962,606 + $416,741 + $0+ $106,293 + $1,500 +$64,800

$1,551,940



Status : Original


Original Current


3 Segment Length 3




S CO LINE TO CSAH 2 Termini S CO LINE TO CSAH 2










2012 SAP 037-609-0152012 SAP 037-609-016CULVERTS

Comments 2012 SAP 037-609-0152012 SAP 037-609-016CULVERTS


Segment Override


Original Current


0.68 Milepoint 0.68





14 Culvert Width 14

6 Culvert Height 6




REPLACEMENT UNDER PROJECTSAP 37-609-015

Comments REPLACEMENT UNDER PROJECTSAP 37-609-015



Original Current


1.07 Milepoint 1.07





14 Culvert Width 14

6 Culvert Height 6







Segment Cost

Information


Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


54 * 128 * 15.75 / 100 * 25 *1.15

$31,298


54 * 128 * 15.75 / 100 * 25 *1.15

$31,298

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

$0 + $946,826 + $381,269+ $36,882 + $31,298 +$31,298

$1,427,573



Status : Original


Original Current


3 Segment Length 3














2012 SAP 037-609-014 CULVERT#37J72

Comments 2012 SAP 037-609-014 CULVERT#37J72


Segment Override


Original Current


4.74 Milepoint 4.74


COBB CREEK Feature Crossed COBB CREEK



14 Culvert Width 14










Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


66 * 284 * 15.75 / 100 * 25 *1.15

$84,875


$0 + $946,826 + $381,269+ $36,882 + $84,875

$1,449,852



Status : Original


Original Current






CSAH 21 TO 4.9 MI NE Termini CSAH 21 TO 4.9 MI NE










2012 SAP 037-610-005 HMA OL Comments 2012 SAP 037-610-005 HMA OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.9 * 688600.43 / 60 * 25 *1.1

$1,546,482


4.9 * 2112 * 48.14 / 20 * 25 $622,739


4.9 * 29505.92 / 60 * 25 $60,241


$0 + $1,546,482 + $622,739+ $60,241

$2,229,462



Status : Original


Original Current






4.9 M NE OF CSAH 21 TO 0.3 MI WOF W LIM DAWSON

Termini 4.9 M NE OF CSAH 21 TO 0.3 MI WOF W LIM DAWSON












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 688600.43 / 60 * 25 *1.1

$189,365


0.6 * 2112 * 48.14 / 20 * 25 $76,254


0.6 * 29505.92 / 60 * 25 $7,376


$0 + $189,365 + $76,254 +$7,376

$272,995



Status : Original


Original Current






0.3 MILE WEST TO WEST LIMDAWSON

Termini 0.3 MILE WEST TO WEST LIMDAWSON












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 688600.43 / 60 * 25 *1.1

$94,683


0.3 * 2112 * 48.14 / 20 * 25 $38,127


0.3 * 29505.92 / 60 * 25 $3,688


$0 + $94,683 + $38,127 +$3,688

$136,498



Status : Original


Original Current

DAWSON Municipality DAWSON





WEST LIMS DAWSON TO CSAH 23 Termini WEST LIMS DAWSON TO CSAH 23












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 688600.43 / 60 * 25 *1.1

$56,810


0.18 * 2112 * 48.14 / 20 * 25 $22,876


0.18 * 29505.92 / 60 * 25 $2,213


$0 + $56,810 + $22,876 +$2,213

$81,899



Status : Original


Original Current


3 Segment Length 3




SO CO LINE TO CSAH 2 Termini SO CO LINE TO CSAH 2










RECONSTRUCTED UNDER 37-611-07 IN 2009, WIDEN, SHOULDERS,BITUMINOUS SURFACE ANDAGGREGATE SHOULDERING.

Comments RECONSTRUCTED UNDER 37-611-07 IN 2009, WIDEN, SHOULDERS,BITUMINOUS SURFACE ANDAGGREGATE SHOULDERING.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


$0 + $946,826 + $381,269+ $36,882

$1,364,977



Status : Original


Original Current


3 Segment Length 3





65 Present AADT 65









BITUMINOUS OVERLAY IN 2009,SAP 37-611-007

Comments BITUMINOUS OVERLAY IN 2009,SAP 37-611-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


$0 + $946,826 + $381,269+ $36,882

$1,364,977



Status : Original


Original Current







30 Present AADT 30









Comments


Segment Override


Original Current


1.08 Milepoint 1.08



Type of Service


8 Culvert Width 8

6 Culvert Height 6




Comments




Computation Result


2.9 * 344300.22 / 60 * 25 *1.1

$457,632


2.9 * 546 * 10.01 / 2 * 25 $198,123


2.9 * 0 / 60 * 25 $0


57 * 95.99999493 * 15.75 /100 * 25 * 1.15

$24,778

Total Segment Cost Construction +Preservation + ROW +Culvert

$457,632 + $198,123 + $0+ $24,778

$680,533



Status : Original


Original Current


2 Segment Length 2




CSAH 9 TO 2.0 MI E Termini CSAH 9 TO 2.0 MI E

85 Present AADT 85









2015 SAP 037-612-015 CULVERT Comments 2015 SAP 037-612-015 CULVERT


Segment Override


Original Current


4.77 Milepoint 4.77


COBB CREEK Feature Crossed COBB CREEK



12 Culvert Width 12

8 Culvert Height 8




2015 SAP 037-612-015 CULVERTREPLACES BR 92527

Comments 2015 SAP 037-612-015 CULVERTREPLACES BR 92527




Computation Result


0 * 56250 / 40 * 25 $0


2 * 688600.43 / 60 * 25 * 1.1 $631,217


2 * 2112 * 48.14 / 20 * 25 $254,179


2 * 29505.92 / 60 * 25 $24,588


46 * 96 * 15.75 / 100 * 25 *1.15

$19,996


$0 + $631,217 + $254,179+ $24,588 + $19,996

$929,980



Status : Original


Original Current






2.0 MI E CSAH 9 TO TH 75 Termini 2.0 MI E CSAH 9 TO TH 75










Comments


Segment Override


Original Current


5.34 Milepoint 5.34





12 Culvert Width 12

6 Culvert Height 6









Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 688600.43 / 60 * 25 *1.1

$1,925,212


6.1 * 2112 * 48.14 / 20 * 25 $775,247


6.1 * 29505.92 / 60 * 25 $74,994


48 * 140 * 15.75 / 100 * 25 *1.15

$30,429


$0 + $1,925,212 + $775,247+ $74,994 + $30,429

$2,805,882



Status : Original


Original Current


3 Segment Length 3





20 Present AADT 20









Comments


Segment Override


Original Current


0.68 Milepoint 0.68



Type of Service

Number of Spans

33 Bridge Length 33



Comments




Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


33 * 28.1 * 155 / 80 * 25 *1.15

$51,654


$473,413 + $204,955 + $0+ $51,654

$730,022



Status : Original


Original Current






TH 212 TO TH 40 Termini TH 212 TO TH 40

70 Present AADT 70









Comments


Segment Override


Original Current


3.81 Milepoint 3.81



Type of Service

Number of Spans


24 Bridge Width 24


Comments



Original Current


3.77 Milepoint 3.77



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


5.1 * 344300.22 / 60 * 25 *1.1

$804,802


5.1 * 546 * 10.01 / 2 * 25 $348,423


5.1 * 0 / 60 * 25 $0


72.8 * 24 * 155 / 80 * 25 *1.15

$97,325


58 * 96.99996124 * 15.75 /100 * 25 * 1.15

$25,475

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

$804,802 + $348,423 + $0+ $97,325 + $25,475

$1,276,025



Status : Original


Original Current







45 Present AADT 45









2015 SAP 037-613-004 CULVERT Comments 2015 SAP 037-613-004 CULVERT


Segment Override


Original Current




YELLOW BANK OVERFLOW Feature Crossed YELLOW BANK OVERFLOW



16 Culvert Width 16

6 Culvert Height 6




2015 SAP 037-613-004 CULVERTREPLACE BR 90196

Comments 2015 SAP 037-613-004 CULVERTREPLACE BR 90196




Computation Result


3.9 * 344300.22 / 60 * 25 *1.1

$615,437


3.9 * 546 * 10.01 / 2 * 25 $266,441


3.9 * 0 / 60 * 25 $0


65 * 192 * 15.75 / 100 * 25 *1.15

$56,511


$615,437 + $266,441 + $0+ $56,511

$938,389



Status : Original


Original Current


2 Segment Length 2





35 Present AADT 35






Latest Year SA funds



Comments


Segment Override



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$315,609 + $136,637 + $0 $452,246



Status : Original


Original Current







65 Present AADT 65









Comments


Segment Override


Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current


2.77 Milepoint 2.77


CO DITCH # 5 Feature Crossed CO DITCH # 5

Type of Service


14 Culvert Width 14





Comments



Original Current





Type of Service


12 Culvert Width 12

5 Culvert Height 5




Comments




Computation Result


10.7 * 344300.22 / 60 * 25 *1.1

$1,688,506


10.7 * 546 * 10.01 / 2 * 25 $731,005


10.7 * 0 / 60 * 25 $0


58 * 197.99978772 * 15.75 /100 * 25 * 1.15

$52,001


40 * 197.99978772 * 15.75 /100 * 25 * 1.15

$35,863


58 * 60.00013138 * 15.75 /100 * 25 * 1.15

$15,758


$1,688,506 + $731,005 + $0+ $52,001 + $35,863 +$15,758

$2,523,133



Status : Original


Original Current


2 Segment Length 2




TH 75 TO 2.0 MI W Termini TH 75 TO 2.0 MI W

75 Present AADT 75









Comments


Segment Override



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0


$315,609 + $136,637 + $0 $452,246



Status : Original


Original Current






2.0 MI W OF TH 75 TO CSAH 38 Termini 2.0 MI W OF TH 75 TO CSAH 38

75 Present AADT 75









Comments


Segment Override



Computation Result


1.5 * 344300.22 / 60 * 25 *1.1

$236,706


1.5 * 546 * 10.01 / 2 * 25 $102,477


1.5 * 0 / 60 * 25 $0


$236,706 + $102,477 + $0 $339,183



Status : Original


Original Current






CSAH 38 TO 1.5 MI S CSAH 40 Termini CSAH 38 TO 1.5 MI S CSAH 40










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 688600.43 / 60 * 25 *1.1

$568,095


1.8 * 2112 * 48.14 / 20 * 25 $228,761


1.8 * 29505.92 / 60 * 25 $22,129


$0 + $568,095 + $228,761+ $22,129

$818,985



Status : Original


Original Current






1.5 MILES SOUTH TO CSAH 40 Termini 1.5 MILES SOUTH TO CSAH 40










2012 SAP 037-615-010 G&B PHASE1

Comments 2012 SAP 037-615-010 G&B PHASE1


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 688600.43 / 60 * 25 *1.1

$473,413


1.5 * 2112 * 48.14 / 20 * 25 $190,634


1.5 * 29505.92 / 60 * 25 $18,441


$0 + $473,413 + $190,634+ $18,441

$682,488



Status : Original


Original Current


1 Segment Length 1




CSAH 40 TO 1.0 MI N Termini CSAH 40 TO 1.0 MI N










Comments


Segment Override


Original Current


7.56 Milepoint 7.56


YELLOW BANK RIVER Feature Crossed YELLOW BANK RIVER

Type of Service

Number of Spans


40 Bridge Width 40


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 688600.43 / 60 * 25 * 1.1 $315,609


1 * 2112 * 48.14 / 20 * 25 $127,090


1 * 29505.92 / 60 * 25 $12,294


124 * 40 * 155 / 80 * 25 *1.15

$276,288


$0 + $315,609 + $127,090+ $12,294 + $276,288

$731,281



Status : Original


Original Current






1.0 MI N OF CSAH 40 TO N COLINE

Termini 1.0 MI N OF CSAH 40 TO N COLINE










BRIDGE 5980 REPLACED BY 37552 Comments BRIDGE 5980 REPLACED BY 37552


Segment Override


Original Current




MINNESOTA RIVER Feature Crossed MINNESOTA RIVER


3 Number of Spans 3




INSPECTED BY LQP CO BUTLOCATED ON CO LINE (SHAREDBETWEEN LQP CASH 15)

FIXED MP, JP

Comments INSPECTED BY LQP CO BUTLOCATED ON CO LINE (SHAREDBETWEEN LQP CASH 15)

FIXED MP, JP




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 688600.43 / 60 * 25 *1.1

$347,169


1.1 * 2112 * 48.14 / 20 * 25 $139,799


1.1 * 29505.92 / 60 * 25 $13,524

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

143.08 * 35.33 * 155 / 80 *25 * 1.15 * 50%

$140,790


$0 + $347,169 + $139,799+ $13,524 + $140,790

$641,282



Status : Original


Original Current


3 Segment Length 3




TH 75 TO COUNTY ROAD 65 Termini TH 75 TO COUNTY ROAD 65

75 Present AADT 75









Comments


Segment Override


Original Current


0.97 Milepoint 0.97



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


48 * 197.99978772 * 15.75 /100 * 25 * 1.15

$43,035


$473,413 + $204,955 + $0+ $43,035

$721,403



Status : Original


Original Current


4 Segment Length 4




COUNTY ROAD 65 TO 0.5 MI E OFCSAH 25

Termini COUNTY ROAD 65 TO 0.5 MI E OFCSAH 25

75 Present AADT 75









COMBINED 37-616-030 WITH THISSEGMENT.NEW COST PER MILE AVERAGEDFROM BOTH SEGMENTS IN 2006.

Comments COMBINED 37-616-030 WITH THISSEGMENT.NEW COST PER MILE AVERAGEDFROM BOTH SEGMENTS IN 2006.


Segment Override


Status: Original

Original Current



186500M USDOT Number 186500M


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


4 * 344300.22 / 60 * 25 * 1.1 $631,217


4 * 546 * 10.01 / 2 * 25 $273,273


4 * 0 / 60 * 25 $0


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$631,217 + $273,273 + $0+ $1,500 + $64,800

$970,790



Status : Original


Original Current






0.5 MI E OF CSAH 25 TO CSAH 39NORTH

Termini 0.5 MI E OF CSAH 25 TO CSAH 39NORTH

75 Present AADT 75









COMBINED 37-616-032 WITH THISSEGMENT, BRIDGE 37512 WASLISTED AS IN 37-616-032, WHICHIS A ERROR. BRIDGE 37512 IS 0.1MILE EAST OF THE END OF THISCOMBINED SEGEMENT.AVERAGED NEW COST PER MILEFROM COMBINED SEGEMENTS.

Comments COMBINED 37-616-032 WITH THISSEGMENT, BRIDGE 37512 WASLISTED AS IN 37-616-032, WHICHIS A ERROR. BRIDGE 37512 IS 0.1MILE EAST OF THE END OF THISCOMBINED SEGEMENT.AVERAGED NEW COST PER MILEFROM COMBINED SEGEMENTS.


Segment Override



Computation Result


0.9 * 344300.22 / 60 * 25 *1.1

$142,024


0.9 * 546 * 10.01 / 2 * 25 $61,486


0.9 * 0 / 60 * 25 $0


$142,024 + $61,486 + $0 $203,510



Status : Original


Original Current






TH 40 TO TH 75 Termini TH 40 TO TH 75

65 Present AADT 65









Comments


Segment Override



Computation Result


3.9 * 344300.22 / 60 * 25 *1.1

$615,437


3.9 * 546 * 10.01 / 2 * 25 $266,441


3.9 * 0 / 60 * 25 $0


$615,437 + $266,441 + $0 $881,878



Status : Original


Original Current


3 Segment Length 3














Comments


Segment Override


Original Current


1.96 Milepoint 1.96





14 Culvert Width 14










Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


70 * 332 * 15.75 / 100 * 25 *1.15

$105,234


$0 + $946,826 + $381,269+ $36,882 + $105,234

$1,470,211



Status : Original


Original Current






CSAH 35 TO CO RD 79 Termini CSAH 35 TO CO RD 79










BITUMINOUS OVERLAY IN 2006.SAP 37-618-010.

Comments BITUMINOUS OVERLAY IN 2006.SAP 37-618-010.


Segment Override


Original Current


5.18 Milepoint 5.18


BR MINNESOTA R Feature Crossed BR MINNESOTA R

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 688600.43 / 60 * 25 *1.1

$725,900


2.3 * 2112 * 48.14 / 20 * 25 $292,306


2.3 * 29505.92 / 60 * 25 $28,277


63 * 90.00019707 * 15.75 /100 * 25 * 1.15

$25,675


$0 + $725,900 + $292,306+ $28,277 + $25,675

$1,072,158



Status : Original


Original Current






CO RD 79 TO E CO LINE Termini CO RD 79 TO E CO LINE













Segment Override


Original Current


5.6 Milepoint 5.6




3 Number of Spans 3




INSPECTED BY CHIPPEWA COBUT ON THE CO LINE (COSTSHARED BETWEEN CO)

Comments INSPECTED BY CHIPPEWA COBUT ON THE CO LINE (COSTSHARED BETWEEN CO)

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



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 688600.43 / 60 * 25 *1.1

$94,683


0.3 * 2112 * 48.14 / 20 * 25 $38,127


0.3 * 29505.92 / 60 * 25 $3,688


189.1 * 35.3 * 146 / 80 * 25* 1.15 * 50%

$175,120


$0 + $94,683 + $38,127 +$3,688 + $175,120

$311,618



Status : Original


Original Current

MADISON Municipality MADISON















RECONSTRUCTED UNDER SP 37-619-014

Comments RECONSTRUCTED UNDER SP 37-619-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.09 * 2356313.52 / 60 * 25* 1.15

$1,230,683


1.09 * 2904 * 48.14 / 15 * 25 $253,967


1.09 * 115654.94 / 60 * 25 $52,527


$0 + $1,230,683 + $253,967+ $52,527

$1,537,177



Status : Original


Original Current


2 Segment Length 2














BITUMINOUS OVERLAY 2008, SAP37-619-16

25 YEAR REINSTATEMENT

Comments BITUMINOUS OVERLAY 2008, SAP37-619-16

25 YEAR REINSTATEMENT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 688600.43 / 60 * 25 * 1.1 $631,217


2 * 2112 * 48.14 / 20 * 25 $254,179


2 * 29505.92 / 60 * 25 $24,588


$0 + $631,217 + $254,179+ $24,588

$909,984



Status : Original


Original Current
















2013 SAP 037-619-018 REPLACEDW/ 64IN ARCH PIPE, DELETESTRUCTURE# 93764

COMBINED 37-619-25 WITH THISSEGMENT

Comments 2013 SAP 037-619-018 REPLACEDW/ 64IN ARCH PIPE, DELETESTRUCTURE# 93764

COMBINED 37-619-25 WITH THISSEGMENT


Segment Override


Original Current


8.97 Milepoint 8.97



OTHER Type of Service OTHER


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.2 * 688600.43 / 60 * 25 *1.1

$2,272,381


7.2 * 2112 * 48.14 / 20 * 25 $915,045


7.2 * 29505.92 / 60 * 25 $88,518


73 * 139.99958896 * 15.75 /100 * 25 * 1.15

$46,277


$0 + $2,272,381 + $915,045+ $88,518 + $46,277

$3,322,221



Status : Original


Original Current






CSAH 34 TO SO LIM LOUISBURG Termini CSAH 34 TO SO LIM LOUISBURG










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 688600.43 / 60 * 25 *1.1

$157,804


0.5 * 2112 * 48.14 / 20 * 25 $63,545


0.5 * 29505.92 / 60 * 25 $6,147


$0 + $157,804 + $63,545 +$6,147

$227,496



Status : Original


Original Current

LOUISBURG Municipality LOUISBURG





SOUTH LIMITS TO RR CROSSING Termini SOUTH LIMITS TO RR CROSSING










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.33 * 688600.43 / 60 * 25 *1.1

$104,151


0.33 * 2112 * 48.14 / 20 * 25 $41,940


0.33 * 29505.92 / 60 * 25 $4,057


$0 + $104,151 + $41,940 +$4,057

$150,148



Status : Revised


Original Current






RR CROSSING TO CSAH 38 Termini RR CROSSING TO CSAH 38










Comments 2017 SAP 037-619-020 Reconstructtied to 037-638-011


Segment Override


Status: Original

Original Current



075610R USDOT Number 075610R

0 Located at Milepoint 0

1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 688600.43 / 60 * 25 *1.1

$53,653


0.17 * 2112 * 48.14 / 20 * 25 $21,605


0.17 * 29505.92 / 60 * 25 $2,090


1500 / 25 * 25 $1,500


31 * 1350 / 25 * 25 $41,850


$0 + $53,653 + $21,605 +$2,090 + $1,500 + $41,850

$120,698



Status : Original


Original Current






TH 40 TO CSAH 27 & CO RD 73 Termini TH 40 TO CSAH 27 & CO RD 73










Comments


Segment Override


Original Current





Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 688600.43 / 60 * 25 *1.1

$1,325,556


4.2 * 2112 * 48.14 / 20 * 25 $533,776


4.2 * 29505.92 / 60 * 25 $51,635


135 * 240.00052552 * 15.75/ 100 * 25 * 1.15

$146,712


$0 + $1,325,556 + $533,776+ $51,635 + $146,712

$2,057,679



Status : Original


Original Current






CSAH 27 + CO RD 73 TO CSAH 31 Termini CSAH 27 + CO RD 73 TO CSAH 31










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 688600.43 / 60 * 25 *1.1

$1,041,508


3.3 * 2112 * 48.14 / 20 * 25 $419,396


3.3 * 29505.92 / 60 * 25 $40,571


$0 + $1,041,508 + $419,396+ $40,571

$1,501,475



Status : Original


Original Current






CSAH 31 TO 0.3 MI E OF CSAH 31 Termini CSAH 31 TO 0.3 MI E OF CSAH 31










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 688600.43 / 60 * 25 *1.1

$94,683


0.3 * 2112 * 48.14 / 20 * 25 $38,127


0.3 * 29505.92 / 60 * 25 $3,688


$0 + $94,683 + $38,127 +$3,688

$136,498



Status : Original


Original Current






0.3 MI E OF CSAH 31 TO 1.0 MI SEOF CSAH 31

Termini 0.3 MI E OF CSAH 31 TO 1.0 MI SEOF CSAH 31










2014 SP 037-620-019 PH2 PAVING2013 SP 37-620-015 PH1 G&BRECONST

Comments 2014 SP 037-620-019 PH2 PAVING2013 SP 37-620-015 PH1 G&BRECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 688600.43 / 60 * 25 *1.1

$220,926


0.7 * 2112 * 48.14 / 20 * 25 $88,963


0.7 * 29505.92 / 60 * 25 $8,606


$0 + $220,926 + $88,963 +$8,606

$318,495



Status : Original


Original Current






1.0 MI SE CSAH 31 TO 2.9 MI W OFE CO LINE

Termini 1.0 MI SE CSAH 31 TO 2.9 MI W OFE CO LINE











2013 BRIDGE CONSTRUCTEDUNDER SAP 037-620-010REMOVED BR# 4955 & 90207.


2013 BRIDGE CONSTRUCTEDUNDER SAP 037-620-010REMOVED BR# 4955 & 90207.


Segment Override


Original Current


9.26 Milepoint 9.26


Lac qui Parle River Feature Crossed Lac qui Parle River


3 Number of Spans 3




2013 BRIDGE CONSTRUCTEDUNDER SAP 037-620-010REMOVED BR# 4955 & 90207

Comments 2013 BRIDGE CONSTRUCTEDUNDER SAP 037-620-010REMOVED BR# 4955 & 90207




Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 688600.43 / 60 * 25 *1.1

$441,852


1.4 * 2112 * 48.14 / 20 * 25 $177,925


1.4 * 29505.92 / 60 * 25 $17,212


190.91 * 38.6 * 146 / 80 * 25* 1.15

$386,649


$0 + $441,852 + $177,925+ $17,212 + $386,649

$1,023,638



Status : Original


Original Current






2.9 MI W TO E CO LINE Termini 2.9 MI W TO E CO LINE













Segment Override


Original Current


12.8 Milepoint 12.8




3 Number of Spans 3




INSPECTED BY CHIPPEWA COBUT ON THE CO LINE (COSTSHARED BETWEEN CO)

Comments INSPECTED BY CHIPPEWA COBUT ON THE CO LINE (COSTSHARED BETWEEN CO)



Original Current







12 Culvert Width 12










Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 688600.43 / 60 * 25 *1.1

$915,265


2.9 * 2112 * 48.14 / 20 * 25 $368,560


2.9 * 29505.92 / 60 * 25 $35,653


189.8 * 39.3 * 146 / 80 * 25* 1.15 * 50%

$195,686


112 * 426 * 15.75 / 100 * 25* 1.15

$216,046


$0 + $915,265 + $368,560+ $35,653 + $195,686 +$216,046

$1,731,210



Status : Original


Original Current


3 Segment Length 3





40 Present AADT 40









Comments


Segment Override



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


$473,413 + $204,955 + $0 $678,368



Status : Original


Original Current


3 Segment Length 3





65 Present AADT 65









Comments


Segment Override


Original Current


3.13 Milepoint 3.13


DITCH Feature Crossed DITCH



14 Culvert Width 14

5 Culvert Height 5








Original Current


4.86 Milepoint 4.86





10 Culvert Width 10

5 Culvert Height 5








Original Current


5.25 Milepoint 5.25



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


47 * 68 * 15.75 / 100 * 25 *1.15

$14,472


68 * 48 * 15.75 / 100 * 25 *1.15

$14,780


50 * 132.99982479 * 15.75 /100 * 25 * 1.15

$30,112


$473,413 + $204,955 + $0+ $14,472 + $14,780 +$30,112

$737,732



Status : Original


Original Current







60 Present AADT 60









Comments


Segment Override


Original Current


8.57 Milepoint 8.57



Type of Service

Number of Spans




Comments



Original Current


8.85 Milepoint 8.85





12 Culvert Width 12

6 Culvert Height 6









Computation Result


3.1 * 344300.22 / 60 * 25 *1.1

$489,193


3.1 * 546 * 10.01 / 2 * 25 $211,787


3.1 * 0 / 60 * 25 $0


130.2 * 31.2 * 155 / 80 * 25* 1.15

$226,279


48 * 140 * 15.75 / 100 * 25 *1.15

$30,429

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

$489,193 + $211,787 + $0+ $226,279 + $30,429

$957,688



Status : Original


Original Current


2 Segment Length 2





20 Present AADT 20









Comments


Segment Override


Status: Original

Original Current



186501U USDOT Number 186501U


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0


1500 / 25 * 25 $1,500


40 * 1350 / 25 * 25 $54,000


$315,609 + $136,637 + $0+ $1,500 + $54,000

$507,746



Status : Original


Original Current


3 Segment Length 3





65 Present AADT 65









Comments


Segment Override


Original Current


12 Milepoint 12


stream Feature Crossed stream


2 Number of Spans 2

54 Bridge Length 54

30 Bridge Width 30


Comments




Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


54 * 30 * 155 / 80 * 25 *1.15

$90,239


$473,413 + $204,955 + $0+ $90,239

$768,607



Status : Original


Original Current


3 Segment Length 3





70 Present AADT 70









Comments


Segment Override


Original Current


15.2 Milepoint 15.2


Co Ditch Feature Crossed Co Ditch


1 Number of Spans 1




Comments




Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


32.7 * 29.7 * 155 / 80 * 25 *1.15

$54,098


$473,413 + $204,955 + $0+ $54,098

$732,466



Status : Original


Original Current


3 Segment Length 3





70 Present AADT 70









Comments


Segment Override



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


$473,413 + $204,955 + $0 $678,368



Status : Original


Original Current


3 Segment Length 3




CSAH 28 TO 1 MI SO CSAH 34 Termini CSAH 28 TO 1 MI SO CSAH 34

50 Present AADT 50









Comments


Segment Override



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


$473,413 + $204,955 + $0 $678,368



Status : Original


Original Current


1 Segment Length 1




1 MI SO OF CSAH 34 TO CSAH 34 Termini 1 MI SO OF CSAH 34 TO CSAH 34

50 Present AADT 50









2014 SAP 037-621-009 OL Comments 2014 SAP 037-621-009 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 688600.43 / 60 * 25 * 1.1 $315,609


1 * 2112 * 48.14 / 20 * 25 $127,090


1 * 29505.92 / 60 * 25 $12,294


$0 + $315,609 + $127,090+ $12,294

$454,993



Status : Original


Original Current
















2014 SAP 037-622-033 OL

SEGMENT IS PART OF 25 YEARREINSTATEMENT

Comments 2014 SAP 037-622-033 OL

SEGMENT IS PART OF 25 YEARREINSTATEMENT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 688600.43 / 60 * 25 *1.1

$157,804


0.5 * 2112 * 48.14 / 20 * 25 $63,545


0.5 * 29505.92 / 60 * 25 $6,147


$0 + $157,804 + $63,545 +$6,147

$227,496



Status : Original


Original Current


3 Segment Length 3














RESURFACED UNDER SAP 37-623-015

Comments RESURFACED UNDER SAP 37-623-015


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


$0 + $946,826 + $381,269+ $36,882

$1,364,977



Status : Original


Original Current


5 Segment Length 5




CSAH 2 TO S LIM DAWSON Termini CSAH 2 TO S LIM DAWSON










BITUMINOUS OVERLAY 2008,SAP 37-623-16

Comments BITUMINOUS OVERLAY 2008,SAP 37-623-16


Segment Override


Original Current


5.53 Milepoint 5.53



Type of Service

Number of Spans


46 Bridge Width 46


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 860862.48 / 60 * 25 * 1.1 $1,972,810


5 * 2376 * 48.14 / 20 * 25 $714,879


5 * 73778.86 / 60 * 25 $153,706


126 * 46 * 155 / 80 * 25 *1.15

$322,855


$0 + $1,972,810 + $714,879+ $153,706 + $322,855

$3,164,250



Status : Original


Original Current






SOUTH LIMITS DAWSON TOSOUTH END BR 5356

Termini SOUTH LIMITS DAWSON TOSOUTH END BR 5356










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2356313.52 / 60 * 25* 1.15

$395,173


0.35 * 2904 * 48.14 / 15 * 25 $81,549


0.35 * 115654.94 / 60 * 25 $16,866


$0 + $395,173 + $81,549 +$16,866

$493,588



Status : Original


Original Current






SOUTH END BR 5356 TO SPRUCEST.

Termini SOUTH END BR 5356 TO SPRUCEST.










Comments


Segment Override


Original Current


8.44 Milepoint 8.44



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2356313.52 / 60 * 25* 1.15

$124,197


0.11 * 2904 * 48.14 / 15 * 25 $25,630


0.11 * 115654.94 / 60 * 25 $5,301


159.5 * 54.7 * 146 / 80 * 25* 1.15

$457,771


$0 + $124,197 + $25,630 +$5,301 + $457,771

$612,899



Status : Original


Original Current






SPRUCE ST TO WALNUT ST. Termini SPRUCE ST TO WALNUT ST.










BITUMINOUS OVERLAY 2007ASSUMED LOCAL CONST - DMG

Comments BITUMINOUS OVERLAY 2007ASSUMED LOCAL CONST - DMG


Segment Override


Status: Original

Original Current



185284T USDOT Number 185284T


0 Mainline Tracks 0

SIGNALS & GATES Protection Type SIGNALS & GATES

0 Last Year Protection Upgraded 0


0 Last Year Surfaced 0


1 MAINLINE AND 2 SPUR LINES

2016 - CORRECTED TO 100%COST SHARE

Comments 1 MAINLINE AND 2 SPUR LINES

2016 - CORRECTED TO 100%COST SHARE



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2356313.52 / 60 * 25* 1.15

$270,976


0.24 * 2904 * 48.14 / 15 * 25 $55,919


0.24 * 115654.94 / 60 * 25 $11,565


325000 / 25 * 25 $325,000


44 * 1350 / 25 * 25 $59,400


$0 + $270,976 + $55,919 +$11,565 + $325,000 +$59,400

$722,860



Status : Original


Original Current






WALNUT ST TO LOCUST ST Termini WALNUT ST TO LOCUST ST










THIS SEGMENT CONSTRUCTED IN2004

Comments THIS SEGMENT CONSTRUCTED IN2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2356313.52 / 60 * 25* 1.15

$79,035


0.07 * 2904 * 48.14 / 15 * 25 $16,310


0.07 * 115654.94 / 60 * 25 $3,373


$0 + $79,035 + $16,310 +$3,373

$98,718



Status : Original


Original Current





DIVIDED Existing Lane Description DIVIDED

LOCUST ST TO TH 212 Termini LOCUST ST TO TH 212













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 2356313.52 / 60 * 25* 1.15

$316,139


0.28 * 2904 * 48.14 / 15 * 25 $65,239


0.28 * 115654.94 / 60 * 25 $13,493


$0 + $316,139 + $65,239 +$13,493

$394,871



Status : Original


Original Current

NASSAU Municipality NASSAU





W CO LINE TO 0.3 MI E Termini W CO LINE TO 0.3 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 688600.43 / 60 * 25 *1.1

$94,683


0.3 * 2112 * 48.14 / 20 * 25 $38,127


0.3 * 29505.92 / 60 * 25 $3,688


$0 + $94,683 + $38,127 +$3,688

$136,498



Status : Original


Original Current






0.3 MI E OF W LIMS TO E LIMS Termini 0.3 MI E OF W LIMS TO E LIMS










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 688600.43 / 60 * 25 *1.1

$160,960


0.51 * 2112 * 48.14 / 20 * 25 $64,816


0.51 * 29505.92 / 60 * 25 $6,270


$0 + $160,960 + $64,816 +$6,270

$232,046



Status : Original


Original Current


1 Segment Length 1




E LIMS NASSAU TO CSAH 7 Termini E LIMS NASSAU TO CSAH 7










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 688600.43 / 60 * 25 * 1.1 $315,609


1 * 2112 * 48.14 / 20 * 25 $127,090


1 * 29505.92 / 60 * 25 $12,294


$0 + $315,609 + $127,090+ $12,294

$454,993



Status : Original


Original Current
















THIS SEGMENT WAS OVERLAYEDIN 2003

Comments THIS SEGMENT WAS OVERLAYEDIN 2003


Segment Override


Original Current


2.14 Milepoint 2.14



Type of Service

Number of Spans

54 Bridge Length 54



Comments




Computation Result


0 * 56250 / 40 * 25 $0


8.2 * 688600.43 / 60 * 25 *1.1

$2,587,990


8.2 * 2112 * 48.14 / 20 * 25 $1,042,135


8.2 * 29505.92 / 60 * 25 $100,812


54 * 30.6 * 155 / 80 * 25 *1.15

$92,044


$0 + $2,587,990 +$1,042,135 + $100,812 +$92,044

$3,822,981



Status : Original


Original Current


3 Segment Length 3














2014 SAP 037-624-011 SMALLCULVERT REPLACE, NO BR#

THIS SEGEMENT WAS OVERLAYIN 2003

Comments 2014 SAP 037-624-011 SMALLCULVERT REPLACE, NO BR#



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


$0 + $946,826 + $381,269+ $36,882

$1,364,977



Status : Original


Original Current






TH 212 TO N LIMIT OF DAWSON Termini TH 212 TO N LIMIT OF DAWSON










2012 SAP 037-625-007 Comments 2012 SAP 037-625-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 860862.48 / 60 * 25 *1.1

$39,456


0.1 * 2376 * 48.14 / 20 * 25 $14,298


0.1 * 73778.86 / 60 * 25 $3,074


$0 + $39,456 + $14,298 +$3,074

$56,828



Status : Original


Original Current






N LIM DAWSON TO TH 40 Termini N LIM DAWSON TO TH 40










2012 SAP 037-625-007 M&OL Comments 2012 SAP 037-625-007 M&OL


Segment Override


Original Current


2.47 Milepoint 2.47



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 860862.48 / 60 * 25 *1.1

$2,012,266


5.1 * 2376 * 48.14 / 20 * 25 $729,177


5.1 * 73778.86 / 60 * 25 $156,780


102 * 65.99992924 * 15.75 /100 * 25 * 1.15

$30,483


$0 + $2,012,266 + $729,177+ $156,780 + $30,483

$2,928,706



Status : Original


Original Current



















Segment Override


Original Current


1.37 Milepoint 1.37


CO DITCH # 4;BR #4 Feature Crossed CO DITCH # 4;BR #4

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 688600.43 / 60 * 25 *1.1

$1,925,212


6.1 * 2112 * 48.14 / 20 * 25 $775,247


6.1 * 29505.92 / 60 * 25 $74,994


72 * 65.99992924 * 15.75 /100 * 25 * 1.15

$21,518


$0 + $1,925,212 + $775,247+ $74,994 + $21,518

$2,796,971



Status : Original


Original Current


2 Segment Length 2




TH 40 TO CO RD 89 Termini TH 40 TO CO RD 89

40 Present AADT 40









Comments


Segment Override



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0


$315,609 + $136,637 + $0 $452,246



Status : Original


Original Current


2 Segment Length 2




COUNTY ROAD 89 TO COUNTY RD73

Termini COUNTY ROAD 89 TO COUNTY RD73

40 Present AADT 40









Comments


Segment Override



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0


$315,609 + $136,637 + $0 $452,246



Status : Original


Original Current






COUNTY ROAD 73 TO CSAH 33 Termini COUNTY ROAD 73 TO CSAH 33

40 Present AADT 40









Comments


Segment Override



Computation Result


2.4 * 344300.22 / 60 * 25 *1.1

$378,730


2.4 * 546 * 10.01 / 2 * 25 $163,964


2.4 * 0 / 60 * 25 $0


$378,730 + $163,964 + $0 $542,694



Status : Original


Original Current


3 Segment Length 3




SOUTH CO LINE TO CSAH 2 Termini SOUTH CO LINE TO CSAH 2

20 Present AADT 20









Comments


Segment Override



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


$473,413 + $204,955 + $0 $678,368



Status : Original


Original Current


3 Segment Length 3




CSAH 2 TO W JCT CSAH 8 Termini CSAH 2 TO W JCT CSAH 8

75 Present AADT 75









Comments


Segment Override



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


$473,413 + $204,955 + $0 $678,368



Status : Original


Original Current






W JCT TO E JCT CSAH 8 Termini W JCT TO E JCT CSAH 8

75 Present AADT 75









Comments


Segment Override



Computation Result


0.4 * 344300.22 / 60 * 25 *1.1

$63,122


0.4 * 546 * 10.01 / 2 * 25 $27,327


0.4 * 0 / 60 * 25 $0


$63,122 + $27,327 + $0 $90,449



Status : Original


Original Current


3 Segment Length 3




E JCT CSAH 8 TO TH 212 Termini E JCT CSAH 8 TO TH 212

95 Present AADT 95









Comments


Segment Override


Status: Original

Original Current





1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


3 * 344300.22 / 60 * 25 * 1.1 $473,413


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$473,413 + $204,955 + $0+ $1,500 + $64,800

$744,668



Status : Original


Original Current


5 Segment Length 5














RESURFACED UNDER SAP 37-627-010

Comments RESURFACED UNDER SAP 37-627-010


Segment Override


Original Current


13 Milepoint 13



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 688600.43 / 60 * 25 * 1.1 $1,578,043


5 * 2112 * 48.14 / 20 * 25 $635,448


5 * 29505.92 / 60 * 25 $61,471


251 * 31.5 * 146 / 80 * 25 *1.15

$414,844


$0 + $1,578,043 + $635,448+ $61,471 + $414,844

$2,689,806



Status : Original


Original Current






CSAH 7 TO 1.0 MI W OF TH 75 Termini CSAH 7 TO 1.0 MI W OF TH 75

85 Present AADT 85









Comments


Segment Override


Original Current


0.59 Milepoint 0.59



Type of Service


5 Culvert Width 5

5 Culvert Height 5




Comments



Status: Original

Original Current





1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


5.2 * 344300.22 / 60 * 25 *1.1

$820,582


5.2 * 546 * 10.01 / 2 * 25 $355,255


5.2 * 0 / 60 * 25 $0


39 * 55.00029983 * 15.75 /100 * 25 * 1.15

$9,713


1500 / 25 * 25 $1,500


81 * 1350 / 25 * 25 $109,350

Total Segment Cost Construction +Preservation + ROW +Culvert + RR CrossingProtection + RR CrossingSurface

$820,582 + $355,255 + $0+ $9,713 + $1,500 +$109,350

$1,296,400



Status : Original


Original Current


1 Segment Length 1




1 MILE WEST OF TH 75 TO TH 75 Termini 1 MILE WEST OF TH 75 TO TH 75

85 Present AADT 85









Comments


Segment Override



Computation Result


1 * 344300.22 / 60 * 25 * 1.1 $157,804


1 * 546 * 10.01 / 2 * 25 $68,318


1 * 0 / 60 * 25 $0


$157,804 + $68,318 + $0 $226,122



Status : Original


Original Current







85 Present AADT 85









Comments


Segment Override



Computation Result


4.9 * 344300.22 / 60 * 25 *1.1

$773,241


4.9 * 546 * 10.01 / 2 * 25 $334,759


4.9 * 0 / 60 * 25 $0


$773,241 + $334,759 + $0 $1,108,000



Status : Original


Original Current
















REQUESTING CHANGE OFPROJECTION FACTOR TO 1.1 DUETO PROXIMITY TO AREA HIGHSHOOL. BITUMINOUS OVERLAYUNDER 37-628-008

Comments REQUESTING CHANGE OFPROJECTION FACTOR TO 1.1 DUETO PROXIMITY TO AREA HIGHSHOOL. BITUMINOUS OVERLAYUNDER 37-628-008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 688600.43 / 60 * 25 *1.1

$1,925,212


6.1 * 2112 * 48.14 / 20 * 25 $775,247


6.1 * 29505.92 / 60 * 25 $74,994


$0 + $1,925,212 + $775,247+ $74,994

$2,775,453



Status : Original


Original Current


3 Segment Length 3
















Segment Override


Original Current


0.67 Milepoint 0.67


TEN MILE CREEK (JD #8) Feature Crossed TEN MILE CREEK (JD #8)

Type of Service


12 Culvert Width 12





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


70 * 118.00033014 * 15.75 /100 * 25 * 1.15

$37,402


$0 + $946,826 + $381,269+ $36,882 + $37,402

$1,402,379



Status : Original


Original Current


















Segment Override


Status: Original

Original Current



185281X USDOT Number 185281X


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 688600.43 / 60 * 25 *1.1

$145,180


0.46 * 2112 * 48.14 / 20 * 25 $58,461


0.46 * 29505.92 / 60 * 25 $5,655


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200


$0 + $145,180 + $58,461 +$5,655 + $1,500 + $43,200

$253,996



Status : Original


Original Current






W CO LINE TO CSAH 7 Termini W CO LINE TO CSAH 7










BITUMINOUS SURFACING 2007SAP 37-630-010

Comments BITUMINOUS SURFACING 2007SAP 37-630-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 688600.43 / 60 * 25 *1.1

$599,656


1.9 * 2112 * 48.14 / 20 * 25 $241,470


1.9 * 29505.92 / 60 * 25 $23,359


$0 + $599,656 + $241,470+ $23,359

$864,485



Status : Original


Original Current






CSAH 7 TO W LIM BELLINGHAM Termini CSAH 7 TO W LIM BELLINGHAM











Comments THIS SEGEMENT WAS OVERLAYIN 2003


Segment Override


Original Current


4.53 Milepoint 4.53



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 688600.43 / 60 * 25 *1.1

$1,925,212


6.1 * 2112 * 48.14 / 20 * 25 $775,247


6.1 * 29505.92 / 60 * 25 $74,994


102.7 * 38.5 * 155 / 80 * 25* 1.15

$220,247


$0 + $1,925,212 + $775,247+ $74,994 + $220,247

$2,995,700



Status : Original


Original Current

BELLINGHAM Municipality BELLINGHAM





W LIM BELLINGHAM TO TH 75 Termini W LIM BELLINGHAM TO TH 75










THIS SEGMENT WAS OVERLAY IN2003

Comments THIS SEGMENT WAS OVERLAY IN2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 688600.43 / 60 * 25 *1.1

$41,029


0.13 * 2112 * 48.14 / 20 * 25 $16,522


0.13 * 29505.92 / 60 * 25 $1,598


$0 + $41,029 + $16,522 +$1,598

$59,149



Status : Original


Original Current


5 Segment Length 5














2 BRIDGES MOVED IN 2006 TOCORRECT SEGMENT.RESURFACED UNDER 37-631-010DUE TO RESURFACING IN 2005

Comments 2 BRIDGES MOVED IN 2006 TOCORRECT SEGMENT.RESURFACED UNDER 37-631-010DUE TO RESURFACING IN 2005


Segment Override


Original Current


4.14 Milepoint 4.14




3 Number of Spans 3




Comments



Original Current


1.35 Milepoint 1.35



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 688600.43 / 60 * 25 * 1.1 $1,578,043


5 * 2112 * 48.14 / 20 * 25 $635,448


5 * 29505.92 / 60 * 25 $61,471


169.6 * 39.3 * 146 / 80 * 25* 1.15

$349,719


84 * 162.99989048 * 15.75 /100 * 25 * 1.15

$61,999


$0 + $1,578,043 + $635,448+ $61,471 + $349,719 +$61,999

$2,686,680



Status : Original


Original Current
















BITUMINOUS OVERLAY 2006 Comments BITUMINOUS OVERLAY 2006


Segment Override


Original Current


5.67 Milepoint 5.67



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 688600.43 / 60 * 25 *1.1

$789,021


2.5 * 2112 * 48.14 / 20 * 25 $317,724


2.5 * 29505.92 / 60 * 25 $30,735


68 * 65.99992924 * 15.75 /100 * 25 * 1.15

$20,322


$0 + $789,021 + $317,724+ $30,735 + $20,322

$1,157,802



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 688600.43 / 60 * 25 *1.1

$1,514,921


4.8 * 2112 * 48.14 / 20 * 25 $610,030


4.8 * 29505.92 / 60 * 25 $59,012


$0 + $1,514,921 + $610,030+ $59,012

$2,183,963



Status : Original


Original Current
















BITUMINOUS OVERLAY 2006. SAP37-633-013.

Comments BITUMINOUS OVERLAY 2006. SAP37-633-013.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 688600.43 / 60 * 25 *1.1

$725,900


2.3 * 2112 * 48.14 / 20 * 25 $292,306


2.3 * 29505.92 / 60 * 25 $28,277


$0 + $725,900 + $292,306+ $28,277

$1,046,483



Status : Original


Original Current






CSAH 48 TO CO. ROAD 75 Termini CSAH 48 TO CO. ROAD 75













Segment Override


Original Current


7.37 Milepoint 7.37



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 688600.43 / 60 * 25 *1.1

$220,926


0.7 * 2112 * 48.14 / 20 * 25 $88,963


0.7 * 29505.92 / 60 * 25 $8,606


204 * 26.6 * 146 / 80 * 25 *1.15

$284,716


$0 + $220,926 + $88,963 +$8,606 + $284,716

$603,211



Status : Original


Original Current






CO ROAD 75 TO E CO LINE Termini CO ROAD 75 TO E CO LINE













Segment Override


Original Current


8.3 Milepoint 8.3


MINNESOTA RIVER (DAM) Feature Crossed MINNESOTA RIVER (DAM)


0 Number of Spans 0




INSPECTED BY LQP CO BUT ONCO LINE (COST SHAREDBETWEEN CO)

Comments INSPECTED BY LQP CO BUT ONCO LINE (COST SHAREDBETWEEN CO)




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 688600.43 / 60 * 25 *1.1

$157,804


0.5 * 2112 * 48.14 / 20 * 25 $63,545


0.5 * 29505.92 / 60 * 25 $6,147


239.3 * 49.2 * 146 / 80 * 25* 1.15 * 50%

$308,872


$0 + $157,804 + $63,545 +$6,147 + $308,872

$536,368



Status : Original


Original Current






TH 75 TO CSAH 19 S. Termini TH 75 TO CSAH 19 S.










THIS SEGMENT WAS OVERLAY IN2003

Comments THIS SEGMENT WAS OVERLAY IN2003


Segment Override


Status: Original

Original Current





1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


5.6 * 688600.43 / 60 * 25 *1.1

$1,767,408


5.6 * 2112 * 48.14 / 20 * 25 $711,702


5.6 * 29505.92 / 60 * 25 $68,847


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$0 + $1,767,408 + $711,702+ $68,847 + $1,500 +$64,800

$2,614,257



Status : Original


Original Current






CSAH 19 S. TO 0.1 MI. E. OF CSAH19 N.

Termini CSAH 19 S. TO 0.1 MI. E. OF CSAH19 N.










Comments


Segment Override


Original Current







12 Culvert Width 12





Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 688600.43 / 60 * 25 *1.1

$63,122


0.2 * 2112 * 48.14 / 20 * 25 $25,418


0.2 * 29505.92 / 60 * 25 $2,459


97 * 240.00052552 * 15.75 /100 * 25 * 1.15

$105,415


$0 + $63,122 + $25,418 +$2,459 + $105,415

$196,414



Status : Original


Original Current






0.1 MI. E. OF CSAH 19 TO T.H. 119 Termini 0.1 MI. E. OF CSAH 19 TO T.H. 119












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.2 * 688600.43 / 60 * 25 *1.1

$1,641,164


5.2 * 2112 * 48.14 / 20 * 25 $660,866


5.2 * 29505.92 / 60 * 25 $63,929


$0 + $1,641,164 + $660,866+ $63,929

$2,365,959



Status : Original


Original Current







70 Present AADT 70









Comments


Segment Override



Computation Result


6.3 * 344300.22 / 60 * 25 *1.1

$994,167


6.3 * 546 * 10.01 / 2 * 25 $430,405


6.3 * 0 / 60 * 25 $0


$994,167 + $430,405 + $0 $1,424,572



Status : Original


Original Current


4 Segment Length 4





85 Present AADT 85









Comments


Segment Override



Computation Result


4 * 344300.22 / 60 * 25 * 1.1 $631,217


4 * 546 * 10.01 / 2 * 25 $273,273


4 * 0 / 60 * 25 $0


$631,217 + $273,273 + $0 $904,490



Status : Original


Original Current






CSAH 7 TO 0.50 MI E OF CSAH 7 Termini CSAH 7 TO 0.50 MI E OF CSAH 7

90 Present AADT 90












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 688600.43 / 60 * 25 *1.1

$157,804


0.5 * 2112 * 48.14 / 20 * 25 $63,545


0.5 * 29505.92 / 60 * 25 $6,147


$0 + $157,804 + $63,545 +$6,147

$227,496



Status : Original


Original Current






0.50 M E OF CSAH 7 TO 0.80 M EOF CSAH 7

Termini 0.50 M E OF CSAH 7 TO 0.80 M EOF CSAH 7

90 Present AADT 90












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 688600.43 / 60 * 25 *1.1

$94,683


0.3 * 2112 * 48.14 / 20 * 25 $38,127


0.3 * 29505.92 / 60 * 25 $3,688


$0 + $94,683 + $38,127 +$3,688

$136,498



Status : Original


Original Current






0.80 MI E OF CSAH 7 TO CSAH 3 Termini 0.80 MI E OF CSAH 7 TO CSAH 3

90 Present AADT 90












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 688600.43 / 60 * 25 *1.1

$378,730


1.2 * 2112 * 48.14 / 20 * 25 $152,508


1.2 * 29505.92 / 60 * 25 $14,753


$0 + $378,730 + $152,508+ $14,753

$545,991



Status : Original


Original Current






5TH STREET TO 0.39 MI' EAST OF5TH STREET

Termini 5TH STREET TO 0.39 MI' EAST OF5TH STREET










RECONSTRUCTED UNDER SAP37-637-02 IN 2010.

Comments RECONSTRUCTED UNDER SAP37-637-02 IN 2010.


Segment Override


Original Current


0.09 Milepoint 0.09




2 Number of Spans 2




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 2356313.52 / 60 * 25* 1.15

$440,336


0.39 * 2904 * 48.14 / 15 * 25 $90,869


0.39 * 115654.94 / 60 * 25 $18,794


148.5 * 41.1 * 155 / 80 * 25* 1.15

$339,976


$0 + $440,336 + $90,869 +$18,794 + $339,976

$889,975



Status : Original


Original Current






0.39 MI' EAST OF 5TH STREET TOEAST CITY LIMITS

Termini 0.39 MI' EAST OF 5TH STREET TOEAST CITY LIMITS










SPLIT FROM SECTION 637-010.RECONSTRUCTED IN 2010 UNDERSAP 37-637-02.

Comments SPLIT FROM SECTION 637-010.RECONSTRUCTED IN 2010 UNDERSAP 37-637-02.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 688600.43 / 60 * 25 *1.1

$66,278


0.21 * 2112 * 48.14 / 20 * 25 $26,689


0.21 * 29505.92 / 60 * 25 $2,582


$0 + $66,278 + $26,689 +$2,582

$95,549



Status : Original


Original Current






EAST LIMITS DAWSON TO WBOUNDRY IND PARK (0.80 MI)

Termini EAST LIMITS DAWSON TO WBOUNDRY IND PARK (0.80 MI)










2016 SAP 037-637-004 RECONST

EXPANSION OF CURRENTINDUSTRIAL PARK

Comments 2016 SAP 037-637-004 RECONST

EXPANSION OF CURRENTINDUSTRIAL PARK


Segment Override


Original Current


0.99 Milepoint 0.99




2 Number of Spans 2




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 688600.43 / 60 * 25 *1.1

$252,487


0.8 * 2112 * 48.14 / 20 * 25 $101,672


0.8 * 29505.92 / 60 * 25 $9,835


138.5 * 31.8 * 155 / 80 * 25* 1.15

$245,333


$0 + $252,487 + $101,672+ $9,835 + $245,333

$609,327



Status : Original


Original Current






W BOUNDRY IND PARK TO SWCOR SEC 23

Termini W BOUNDRY IND PARK TO SWCOR SEC 23










2016 SAP 037-637-004 RECONST Comments 2016 SAP 037-637-004 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 688600.43 / 60 * 25 *1.1

$78,902


0.25 * 2112 * 48.14 / 20 * 25 $31,772


0.25 * 29505.92 / 60 * 25 $3,074


$0 + $78,902 + $31,772 +$3,074

$113,748



Status : Original


Original Current






SW COR SEC 23 TO N BOUNDRYPARCEL D (0.40 MI N)

Termini SW COR SEC 23 TO N BOUNDRYPARCEL D (0.40 MI N)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 688600.43 / 60 * 25 *1.1

$126,243


0.4 * 2112 * 48.14 / 20 * 25 $50,836


0.4 * 29505.92 / 60 * 25 $4,918


$0 + $126,243 + $50,836 +$4,918

$181,997



Status : Original


Original Current






N BOUNDRY PARCEL D TO 0.56 MIS OF TH 212 (0.10 MI)

Termini N BOUNDRY PARCEL D TO 0.56 MIS OF TH 212 (0.10 MI)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 688600.43 / 60 * 25 *1.1

$31,561


0.1 * 2112 * 48.14 / 20 * 25 $12,709


0.1 * 29505.92 / 60 * 25 $1,229


$0 + $31,561 + $12,709 +$1,229

$45,499



Status : Original


Original Current






0.56 MI S OF TH 212 TO TH 212(0.56 MI)

Termini 0.56 MI S OF TH 212 TO TH 212(0.56 MI)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 688600.43 / 60 * 25 *1.1

$189,365


0.6 * 2112 * 48.14 / 20 * 25 $76,254


0.6 * 29505.92 / 60 * 25 $7,376


$0 + $189,365 + $76,254 +$7,376

$272,995



Status : Original


Original Current


2 Segment Length 2





40 Present AADT 40









Comments


Segment Override



Computation Result


2 * 344300.22 / 60 * 25 * 1.1 $315,609


2 * 546 * 10.01 / 2 * 25 $136,637


2 * 0 / 60 * 25 $0


$315,609 + $136,637 + $0 $452,246



Status : Original


Original Current


3 Segment Length 3




TH 75 TO CR 59 Termini TH 75 TO CR 59












Segment Override


Original Current


4.8 Milepoint 4.8



Type of Service

Number of Spans

50 Bridge Length 50

34 Bridge Width 34


Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 688600.43 / 60 * 25 * 1.1 $946,826


3 * 2112 * 48.14 / 20 * 25 $381,269


3 * 29505.92 / 60 * 25 $36,882


50 * 34 * 155 / 80 * 25 *1.15

$94,695


$0 + $946,826 + $381,269+ $36,882 + $94,695

$1,459,672



Status : Original


Original Current






CR 59 TO W. LIMITS OFLOUISBURG

Termini CR 59 TO W. LIMITS OFLOUISBURG










2014 SAP 037-638-010 OL

COMBINED 37-638-021 WITH THISSEGMENTAVERAGED COST PER MILE OFBOTH SEGMENTS


COMBINED 37-638-021 WITH THISSEGMENTAVERAGED COST PER MILE OFBOTH SEGMENTS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 688600.43 / 60 * 25 *1.1

$1,073,069


3.4 * 2112 * 48.14 / 20 * 25 $432,105


3.4 * 29505.92 / 60 * 25 $41,800


$0 + $1,073,069 + $432,105+ $41,800

$1,546,974



Status : Original


Original Current






W LIM LOUISBURG TO 0.1 M E Termini W LIM LOUISBURG TO 0.1 M E










2014 SAP 037-638-010 OL

REQUESTING CHANGE OFPROJECTION FACTOR TO 1.1,DUE TO OVER 20% INCREASE INPOPULATION OF LOUISBURG INTHE LAST 12 MONTHS.




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 688600.43 / 60 * 25 *1.1

$31,561


0.1 * 2112 * 48.14 / 20 * 25 $12,709


0.1 * 29505.92 / 60 * 25 $1,229


$0 + $31,561 + $12,709 +$1,229

$45,499



Status : Revised


Original Current






0.1 M E OF W LIM TO CSAH 19 Termini 0.1 M E OF W LIM TO CSAH 19










2014 SAP 037-638-010 OL


Comments 2017 SAP 037-619-020 / 037-638-011 tied Reconstruction2014 SAP 037-638-010 OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 688600.43 / 60 * 25 *1.1

$50,497


0.16 * 2112 * 48.14 / 20 * 25 $20,334


0.16 * 29505.92 / 60 * 25 $1,967


$0 + $50,497 + $20,334 +$1,967

$72,798



Status : Original


Original Current


2 Segment Length 2

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 688600.43 / 60 * 25 * 1.1 $631,217


2 * 2112 * 48.14 / 20 * 25 $254,179


2 * 29505.92 / 60 * 25 $24,588


$0 + $631,217 + $254,179+ $24,588

$909,984



Status : Original


Original Current







35 Present AADT 35









2013 SAP 37-639-004 CUL# 37J76R&R BR# 90241

Comments 2013 SAP 37-639-004 CUL# 37J76R&R BR# 90241


Segment Override


Original Current


3.07 Milepoint 3.07


Ditch Feature Crossed Ditch



16 Culvert Width 16





2013 SAP 37-639-004 CUL# 37J76R&R BR# 90241

Comments 2013 SAP 37-639-004 CUL# 37J76R&R BR# 90241




Computation Result


3.6 * 344300.22 / 60 * 25 *1.1

$568,095


3.6 * 546 * 10.01 / 2 * 25 $245,946


3.6 * 0 / 60 * 25 $0


54 * 160 * 15.75 / 100 * 25 *1.15

$39,123


$568,095 + $245,946 + $0+ $39,123

$853,164



Status : Original


Original Current






W. COUNTY LINE TO CSAH 15 Termini W. COUNTY LINE TO CSAH 15










SEGMENT 37-640-020 COMBINEDWITH THIS SEGMENT

Comments SEGMENT 37-640-020 COMBINEDWITH THIS SEGMENT


Segment Override


Original Current


5.15 Milepoint 5.15


YELLOW BANK RIVER Feature Crossed YELLOW BANK RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.6 * 688600.43 / 60 * 25 *1.1

$1,767,408


5.6 * 2112 * 48.14 / 20 * 25 $711,702


5.6 * 29505.92 / 60 * 25 $68,847


114.4 * 38.5 * 155 / 80 * 25* 1.15

$245,339


$0 + $1,767,408 + $711,702+ $68,847 + $245,339

$2,793,296



Status : Original


Original Current






TH 212 TO 1.3 MI N OF TH 212 Termini TH 212 TO 1.3 MI N OF TH 212

70 Present AADT 70









Comments


Segment Override



Computation Result


1.3 * 344300.22 / 60 * 25 *1.1

$205,146


1.3 * 546 * 10.01 / 2 * 25 $88,814


1.3 * 0 / 60 * 25 $0


$205,146 + $88,814 + $0 $293,960



Status : Original


Original Current






FROM 1.3 MI N TH 212 TO CSAH 18 Termini FROM 1.3 MI N TH 212 TO CSAH 18

70 Present AADT 70









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 688600.43 / 60 * 25 *1.1

$126,243


0.4 * 2112 * 48.14 / 20 * 25 $50,836


0.4 * 29505.92 / 60 * 25 $4,918


$0 + $126,243 + $50,836 +$4,918

$181,997



Status : Original


Original Current






W CO LINE TO CSAH 7 Termini W CO LINE TO CSAH 7













Segment Override


Original Current


0.91 Milepoint 0.91



Type of Service

Number of Spans

78 Bridge Length 78

33 Bridge Width 33


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 688600.43 / 60 * 25 *1.1

$568,095


1.8 * 2112 * 48.14 / 20 * 25 $228,761


1.8 * 29505.92 / 60 * 25 $22,129


78 * 33 * 155 / 80 * 25 *1.15

$143,380


$0 + $568,095 + $228,761+ $22,129 + $143,380

$962,365



Status : Original


Original Current






ALONG S CO LINE - CSAH 8 TO TH59

Termini ALONG S CO LINE - CSAH 8 TO TH59

55 Present AADT 55









Comments


Segment Override



Computation Result


2.2 * 344300.22 / 60 * 25 *1.1

$347,169


2.2 * 546 * 10.01 / 2 * 25 $150,300


2.2 * 0 / 60 * 25 $0


$347,169 + $150,300 + $0 $497,469



Status : Original


Original Current






ALONG S CO LINE - TH 59 TOYELLOW MED. CSAH 8

Termini ALONG S CO LINE - TH 59 TOYELLOW MED. CSAH 8

90 Present AADT 90









Comments


Segment Override


Original Current







10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


2.9 * 344300.22 / 60 * 25 *1.1

$457,632


2.9 * 546 * 10.01 / 2 * 25 $198,123


2.9 * 0 / 60 * 25 $0


64 * 60.00013138 * 15.75 /100 * 25 * 1.15

$17,388


$457,632 + $198,123 + $0+ $17,388

$673,143



Status : Original


Original Current



















Segment Override


Original Current


0.15 Milepoint 0.15



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 688600.43 / 60 * 25 *1.1

$473,413


1.5 * 2112 * 48.14 / 20 * 25 $190,634


1.5 * 29505.92 / 60 * 25 $18,441


84 * 65.99992924 * 15.75 /100 * 25 * 1.15

$25,104


$0 + $473,413 + $190,634+ $18,441 + $25,104

$707,592



Status : Original


Original Current






TH 40 TO 1ST ST Termini TH 40 TO 1ST ST










RECONSTRUCTION UNDER SAP37-801-001

Comments RECONSTRUCTION UNDER SAP37-801-001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2356313.52 / 60 * 25 *1.15

$112,907


0.1 * 2904 * 48.14 / 15 * 25 $23,300


0.1 * 115654.94 / 60 * 25 $4,819


$0 + $112,907 + $23,300 +$4,819

$141,026



Status : Original


Original Current






1 ST ST TO 2 NO ST Termini 1 ST ST TO 2 NO ST










RECONSTRUCTION UNDER SAP37-801-001

Comments RECONSTRUCTION UNDER SAP37-801-001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2356313.52 / 60 * 25* 1.15

$67,744


0.06 * 2904 * 48.14 / 15 * 25 $13,980


0.06 * 115654.94 / 60 * 25 $2,891


$0 + $67,744 + $13,980 +$2,891

$84,615



Status : Original


Original Current






1ST TO 2ND ON 4TH Termini 1ST TO 2ND ON 4TH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2356313.52 / 60 * 25* 1.15

$146,779


0.13 * 2904 * 48.14 / 15 * 25 $30,290


0.13 * 115654.94 / 60 * 25 $6,265


$0 + $146,779 + $30,290 +$6,265

$183,334



Status : Original


Original Current






4TH TO ALLEY ON 2ND AVE Termini 4TH TO ALLEY ON 2ND AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.02 * 2356313.52 / 60 * 25* 1.15

$22,581


0.02 * 2904 * 48.14 / 15 * 25 $4,660


0.02 * 115654.94 / 60 * 25 $964


$0 + $22,581 + $4,660 +$964

$28,205



Status : Original


Original Current






ALLEY TO 5TH ON 2ND AVE Termini ALLEY TO 5TH ON 2ND AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2356313.52 / 60 * 25* 1.15

$45,163


0.04 * 2904 * 48.14 / 15 * 25 $9,320


0.04 * 115654.94 / 60 * 25 $1,928


$0 + $45,163 + $9,320 +$1,928

$56,411



Status : Original


Original Current






TH 75 TO MAIN ST INBELLINGHAM

Termini TH 75 TO MAIN ST INBELLINGHAM












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2356313.52 / 60 * 25* 1.15

$214,523


0.19 * 2904 * 48.14 / 15 * 25 $44,270


0.19 * 115654.94 / 60 * 25 $9,156


$0 + $214,523 + $44,270 +$9,156

$267,949



Status : Original


Original Current






2ND AND MAIN ST TO RR R/W Termini 2ND AND MAIN ST TO RR R/W












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 688600.43 / 60 * 25 *1.1

$28,405


0.09 * 2112 * 48.14 / 20 * 25 $11,438


0.09 * 29505.92 / 60 * 25 $1,106


$0 + $28,405 + $11,438 +$1,106

$40,949



Status : Original


Original Current






TH 75 TO 6 TH AV (ON FAIR ST) Termini TH 75 TO 6 TH AV (ON FAIR ST)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2356313.52 / 60 * 25* 1.15

$169,360


0.15 * 2904 * 48.14 / 15 * 25 $34,950


0.15 * 115654.94 / 60 * 25 $7,228


$0 + $169,360 + $34,950 +$7,228

$211,538



Status : Original


Original Current






FAIR ST TO RR TRACKS (ON 6THAVE)

Termini FAIR ST TO RR TRACKS (ON 6THAVE)













Segment Override


Status: Original

Original Current



185287N USDOT Number 185287N


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2356313.52 / 60 * 25* 1.15

$45,163


0.04 * 2904 * 48.14 / 15 * 25 $9,320


0.04 * 115654.94 / 60 * 25 $1,928


1500 / 25 * 25 $1,500


50 * 1350 / 25 * 25 $67,500


$0 + $45,163 + $9,320 +$1,928 + $1,500 + $67,500

$125,411



Status : Original


Original Current






6TH AVE FROM RR TRACK TO TH40 (1ST ST)

Termini 6TH AVE FROM RR TRACK TO TH40 (1ST ST)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 2356313.52 / 60 * 25* 1.15

$56,453


0.05 * 2904 * 48.14 / 15 * 25 $11,650


0.05 * 115654.94 / 60 * 25 $2,409


$0 + $56,453 + $11,650 +$2,409

$70,512



Status : Original


Original Current






6TH AVE FROM TH 40 (1ST ST) TO4TH ST

Termini 6TH AVE FROM TH 40 (1ST ST) TO4TH ST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2356313.52 / 60 * 25* 1.15

$214,523


0.19 * 2904 * 48.14 / 15 * 25 $44,270


0.19 * 115654.94 / 60 * 25 $9,156


$0 + $214,523 + $44,270 +$9,156

$267,949



Status : Original


Original Current






E. DIAGONAL ST. TO T.H. 212 ON5TH ST.

Termini E. DIAGONAL ST. TO T.H. 212 ON5TH ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 2356313.52 / 60 * 25* 1.15

$429,045


0.38 * 2904 * 48.14 / 15 * 25 $88,539


0.38 * 115654.94 / 60 * 25 $18,312


$0 + $429,045 + $88,539 +$18,312

$535,896



Status : Original


Original Current






SO JCT TH 275 TO STOCKHOLMAVE (ON 3RD ST)

Termini SO JCT TH 275 TO STOCKHOLMAVE (ON 3RD ST)










RECONSTRUCTED UNDER IN2006, SAP 37-806-002.PARTIAL BITUMINOUS OVERLAYIN 2010, SAP 37-806-04.

Comments RECONSTRUCTED UNDER IN2006, SAP 37-806-002.PARTIAL BITUMINOUS OVERLAYIN 2010, SAP 37-806-04.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2356313.52 / 60 * 25* 1.15

$67,744


0.06 * 2904 * 48.14 / 15 * 25 $13,980


0.06 * 115654.94 / 60 * 25 $2,891


$0 + $67,744 + $13,980 +$2,891

$84,615



Status : Original


Original Current






3RD ST TO NO JCT TH 275 (ONSTOCKHOLM AVE)

Termini 3RD ST TO NO JCT TH 275 (ONSTOCKHOLM AVE)










BITUMINOUS OVERLAY 2010, SAP37-806-04.

Comments BITUMINOUS OVERLAY 2010, SAP37-806-04.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 2356313.52 / 60 * 25* 1.15

$56,453


0.05 * 2904 * 48.14 / 15 * 25 $11,650


0.05 * 115654.94 / 60 * 25 $2,409


$0 + $56,453 + $11,650 +$2,409

$70,512



Status : Original


Original Current






SOUTH AVE TO TH 275 ON 4 TH ST Termini SOUTH AVE TO TH 275 ON 4 TH ST










BITUMINOUS OVERLAY 2010, SAP37-806-04.

Comments BITUMINOUS OVERLAY 2010, SAP37-806-04.


Segment Override


Status: Original

Original Current



185280R USDOT Number 185280R


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2356313.52 / 60 * 25* 1.15

$214,523


0.19 * 2904 * 48.14 / 15 * 25 $44,270


0.19 * 115654.94 / 60 * 25 $9,156


1500 / 25 * 25 $1,500


42 * 1350 / 25 * 25 $56,700


$0 + $214,523 + $44,270 +$9,156 + $1,500 + $56,700

$326,149



Status : Original


Original Current






TH 75 TO W EDGE OF CEMETARYON 1 ST ST

Termini TH 75 TO W EDGE OF CEMETARYON 1 ST ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2356313.52 / 60 * 25* 1.15

$474,208


0.42 * 2904 * 48.14 / 15 * 25 $97,859


0.42 * 115654.94 / 60 * 25 $20,240


$0 + $474,208 + $97,859 +$20,240

$592,307



Status : Original


Original Current






W EDGE CEMETARY TO E LIMBELLINGHAM ON 1 ST ST

Termini W EDGE CEMETARY TO E LIMBELLINGHAM ON 1 ST ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 688600.43 / 60 * 25 *1.1

$25,249


0.08 * 2112 * 48.14 / 20 * 25 $10,167


0.08 * 29505.92 / 60 * 25 $984


$0 + $25,249 + $10,167 +$984

$36,400



Status : Original


Original Current






E LIM BELLINGHAM TOBURLINGTON-NORTHERN ROW

Termini E LIM BELLINGHAM TOBURLINGTON-NORTHERN ROW












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 688600.43 / 60 * 25 *1.1

$31,561


0.1 * 2112 * 48.14 / 20 * 25 $12,709


0.1 * 29505.92 / 60 * 25 $1,229


$0 + $31,561 + $12,709 +$1,229

$45,499

Friday, January 18, 2019 10:04 AM CST page 199

Documents

· SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : LAC QUI PARLE Segment Nbr : 037-602-010 Original Current Unassigned/Unknown Municipalit