SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : ROCK Segment Nbr :...

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : ROCK Segment Nbr : 067-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.2 Segment Length 1.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 75 TO 1.2 MI E Termini TH 75 TO 1.2 MI E

462 Present AADT 462

2014 Year of Count 2014

1.1 Projection Factor 1.1

462 Projected Traffic 462

RURAL Design Type RURAL

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

1998 Latest Year SA funds 1998

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

1.2 * 709557.81 / 60 * 25 *1.1

$390,257

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2112 * 49.57 / 20 * 25 $157,038

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 32814.61 / 60 * 25 $16,407

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $390,257 + $157,038+ $16,407

$563,702



Status : Original


Original Current






1.2 MI E TO 1.6 MI E OF TH 75 Termini 1.2 MI E TO 1.6 MI E OF TH 75










Comments


Segment Override

Bridge Information Status: Original

Original Current

67529 Structure Number 67529

1.25 Milepoint 1.25

1991 Year Built 1991

ASH CREEK Feature Crossed ASH CREEK

Type of Service

Number of Spans

67.8 Bridge Length 67.8

34 Bridge Width 34

100% Shared Structure 100%

Comments

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


Original Current


1.42 Milepoint 1.42


ASH CREEK OVERFLOW Feature Crossed ASH CREEK OVERFLOW

Type of Service

Number of Spans


34 Bridge Width 34


Comments



Original Current


1.56 Milepoint 1.56


ROCK RIVER OVERFLOW Feature Crossed ROCK RIVER OVERFLOW

Type of Service

Number of Spans


34.2 Bridge Width 34.2


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 709557.81 / 60 * 25 *1.1

$130,086


0.4 * 2112 * 49.57 / 20 * 25 $52,346


0.4 * 32814.61 / 60 * 25 $5,469

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

67.8 * 34 * 152 / 80 * 25 *1.15

$125,922


71.8 * 34 * 152 / 80 * 25 *1.15

$133,351


94.8 * 34.2 * 152 / 80 * 25 *1.15

$177,103

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

$0 + $130,086 + $52,346 +$5,469 + $125,922 +$133,351 + $177,103

$624,277



Status : Original


Original Current



BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



1.6 MI E TH 75 TO CSAH 3 Termini 1.6 MI E TH 75 TO CSAH 3










Comments


Segment Override


Original Current


1.74 Milepoint 1.74


ROCK RIVER Feature Crossed ROCK RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 709557.81 / 60 * 25 *1.1

$1,430,942


4.4 * 2112 * 49.57 / 20 * 25 $575,805


4.4 * 32814.61 / 60 * 25 $60,160


126.5 * 31.6 * 152 / 80 * 25* 1.15

$218,358

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

$0 + $1,430,942 + $575,805+ $60,160 + $218,358

$2,285,265



Status : Original


Original Current


2 Segment Length 2




CSAH 3 TO E CO LINE Termini CSAH 3 TO E CO LINE










2014 SAP 067-601-011 CULVERT67K22

2013 SAP 067-601-010 BR 67K15

Comments 2014 SAP 067-601-011 CULVERT67K22

2013 SAP 067-601-010 BR 67K15


Segment Override


Original Current


7.63 Milepoint 7.63


KANARANZI CREEK Feature Crossed KANARANZI CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3




Comments


Culvert Information Status: Original

Original Current

67K15 Structure Number 67K15

6.87 Milepoint 6.87


STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

16 Culvert Width 16

7 Culvert Height 7

54 Culvert Length 54

112 Area of Waterway Opening 112


2013 SAP 067-601-010 BR 67K15 Comments 2013 SAP 067-601-010 BR 67K15

1 Culvert Group Code 1


Original Current


7.69 Milepoint 7.69





10 Culvert Width 10

7 Culvert Height 7




2014 SAP 067-601-011 CULVERT67K22





Computation Result


0 * 56250 / 40 * 25 $0


2 * 709557.81 / 60 * 25 * 1.1 $650,428


2 * 2112 * 49.57 / 20 * 25 $261,730


2 * 32814.61 / 60 * 25 $27,346


121.1 * 29.4 * 152 / 80 * 25* 1.15

$194,484

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

54 * 112 * 15.47 / 100 * 25 *1.15

$26,899


56 * 140 * 15.47 / 100 * 25 *1.15

$34,869

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

$0 + $650,428 + $261,730+ $27,346 + $194,484 +$26,899 + $34,869

$1,195,756



Status : Original


Original Current


4 Segment Length 4




CSAH 7 TO CSAH 10 Termini CSAH 7 TO CSAH 10










2014 SAP 067-602-007 M&OL Comments 2014 SAP 067-602-007 M&OL


Segment Override


Original Current

67J03 Structure Number 67J03

Milepoint


Stream Feature Crossed Stream



Culvert Width

Culvert Height


195.9998551 Area of Waterway Opening 195.9998551


Comments



Original Current


1.026 Milepoint 1.026





10 Culvert Width 10

5 Culvert Height 5




Comments



Original Current







12 Culvert Width 12

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 709557.81 / 60 * 25 * 1.1 $1,300,856


4 * 2112 * 49.57 / 20 * 25 $523,459


4 * 32814.61 / 60 * 25 $54,691


54 * 195.9998551 * 15.47 /100 * 25 * 1.15

$47,074


52 * 50.00046828 * 15.47 /100 * 25 * 1.15

$11,564


52 * 95.99999493 * 15.47 /100 * 25 * 1.15

$22,203

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

$0 + $1,300,856 + $523,459+ $54,691 + $47,074 +$11,564 + $22,203

$1,959,847



Status : Original


Original Current


1 Segment Length 1




CSAH 10 TO NORTH CO LINE Termini CSAH 10 TO NORTH CO LINE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Original


Original Current


3 Segment Length 3




S STATE LINE TO CSAH 1 Termini S STATE LINE TO CSAH 1










2013 SAP 067-603-027 67K11 Comments 2013 SAP 067-603-027 67K11


Segment Override


Original Current


1.09 Milepoint 1.09



Type of Service

Number of Spans




Comments



Original Current


0.85 Milepoint 0.85





12 Culvert Width 12

8 Culvert Height 8




2013 SAP 067-603-027 67K11 Comments 2013 SAP 067-603-027 67K11




Computation Result


0 * 56250 / 40 * 25 $0


3 * 709557.81 / 60 * 25 * 1.1 $975,642


3 * 2112 * 49.57 / 20 * 25 $392,594


3 * 32814.61 / 60 * 25 $41,018


142.5 * 39.1 * 152 / 80 * 25* 1.15

$304,357


58 * 192 * 15.47 / 100 * 25 *1.15

$49,529

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

$0 + $975,642 + $392,594+ $41,018 + $304,357 +$49,529

$1,763,140



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override


Original Current

L1990 Structure Number L1990

3.53 Milepoint 3.53



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 709557.81 / 60 * 25 * 1.1 $650,428


2 * 2112 * 49.57 / 20 * 25 $261,730


2 * 32814.61 / 60 * 25 $27,346


28 * 50.00046828 * 15.47 /100 * 25 * 1.15

$6,227

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

$0 + $650,428 + $261,730+ $27,346 + $6,227

$945,731



Status : Original


Original Current






CSAH 15 TO 4.3 MI NORTH Termini CSAH 15 TO 4.3 MI NORTH










2014 SAP 067-603-028 M&OL 4.18M

2010 SAP 67-603-025OVERLAY ON 0.3 MILE0.5 MI NO OF CSAH 16 TO 0.30 MINORTH$94,013

Comments 2014 SAP 067-603-028 M&OL 4.18M

2010 SAP 67-603-025OVERLAY ON 0.3 MILE0.5 MI NO OF CSAH 16 TO 0.30 MINORTH$94,013


Segment Override


Original Current


3.6 Milepoint 3.6





10 Culvert Width 10

8 Culvert Height 8




Comments



Original Current


3.7 Milepoint 3.7





12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 709557.81 / 60 * 25 *1.1

$1,398,420


4.3 * 2112 * 49.57 / 20 * 25 $562,719


4.3 * 32814.61 / 60 * 25 $58,793


56 * 160 * 15.47 / 100 * 25 *1.15

$39,851


51 * 192 * 15.47 / 100 * 25 *1.15

$43,551

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

$0 + $1,398,420 + $562,719+ $58,793 + $39,851 +$43,551

$2,103,334



Status : Original


Original Current






4.3 MI NO OF CSAH 15 TO TH 90 Termini 4.3 MI NO OF CSAH 15 TO TH 90










SPLIT DUE TO CONSTRUCTIONUPDATE

Comments SPLIT DUE TO CONSTRUCTIONUPDATE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 709557.81 / 60 * 25 *1.1

$130,086


0.4 * 2112 * 49.57 / 20 * 25 $52,346


0.4 * 32814.61 / 60 * 25 $5,469


$0 + $130,086 + $52,346 +$5,469

$187,901



Status : Original


Original Current






TH 90 TO CSAH 4 Termini TH 90 TO CSAH 4










SAP 67-603-19, 2008 OVERLAY Comments SAP 67-603-19, 2008 OVERLAY


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

185788T USDOT Number 185788T

0.2 Located at Milepoint 0.2

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

32 Crossing Length 32

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 709557.81 / 60 * 25 *1.1

$130,086


0.4 * 2112 * 49.57 / 20 * 25 $52,346


0.4 * 32814.61 / 60 * 25 $5,469

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $130,086 + $52,346 +$5,469 + $1,500 + $43,200

$232,601



Status : Original


Original Current

MAGNOLIA Municipality MAGNOLIA





CSAH 4 TO N LIMS MAGNOLIA Termini CSAH 4 TO N LIMS MAGNOLIA












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.55 * 709557.81 / 60 * 25 *1.1

$178,868


0.55 * 2112 * 49.57 / 20 * 25 $71,976


0.55 * 32814.61 / 60 * 25 $7,520


$0 + $178,868 + $71,976 +$7,520

$258,364



Status : Revised


Original Current






N LIM MAGNOLIA TO S LIMKENNETH

Termini N LIM MAGNOLIA TO S LIMKENNETH










2016 SAP 067-603-031 R&RCULVERT 67K28 / 67K28

2014 SAP 067-603-029 M&OL

CULVERT REPLACEMENT 2010,SAP 67-603-024

Comments 2016 SAP 067-603-031 R&RCULVERT 67K28 / 67K28

2014 SAP 067-603-029 M&OL

CULVERT REPLACEMENT 2010,SAP 67-603-024


Segment Override


Original Current




CHAMPEPADAN CREEK Feature Crossed CHAMPEPADAN CREEK

Type of Service

Number of Spans




Comments



Original Current


12.1 Milepoint 12.1


ELK CREEK Feature Crossed ELK CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments



Original Current







14 Culvert Width 14

7 Culvert Height 7




Comments


Culvert Information Status: Revised

Original Current







12 Culvert Width 12

6 Culvert Height 6




2016 SAP 067-603-031 R&RCULVERT 67K28 / 67K28



Culvert Information Status: Revised

Original Current







10 Culvert Width 10

6 Culvert Height 6




2016 SAP 067-603-031 R&RCULVERT 67K28 / 67K28




Original Current





Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.4 * 709557.81 / 60 * 25 *1.1

$2,081,370


6.4 * 2112 * 49.57 / 20 * 25 $837,535


6.4 * 32814.61 / 60 * 25 $87,506


78.2 * 42.5 * 152 / 80 * 25 *1.15

$181,546


55 * 336 * 15.47 / 100 * 25 *1.15

$82,192


53 * 98 * 15.47 / 100 * 25 *1.15

$23,101


58 * 144 * 15.47 / 100 * 25 *1.15

$37,147


54 * 60 * 15.47 / 100 * 25 *1.15

$14,410


48 * 50.00046828 * 15.47 /100 * 25 * 1.15

$10,674

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

$0 + $2,081,370 + $837,535+ $87,506 + $181,546 +$82,192 + $23,101 +$37,147 + $14,410 +$10,674

$3,355,481



Status : Original


Original Current

KENNETH Municipality KENNETH





S LIM KENNETH TO 0.39 MI N Termini S LIM KENNETH TO 0.39 MI N












Segment Override


Original Current





Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 709557.81 / 60 * 25 *1.1

$126,833


0.39 * 2112 * 49.57 / 20 * 25 $51,037


0.39 * 32814.61 / 60 * 25 $5,332


36 * 60.00013138 * 15.47 /100 * 25 * 1.15

$9,607


$0 + $126,833 + $51,037 +$5,332 + $9,607

$192,809



Status : Original


Original Current






0.39 MI N TO 0.65 MI N OF S LIMKENNETH

Termini 0.39 MI N TO 0.65 MI N OF S LIMKENNETH





URBAN Design Type URBAN

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




2014 SAP 067-603-029 M&OL

DSAE APPROVES COMPLETESTORM SEWER NEEDS

Comments 2014 SAP 067-603-029 M&OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2655286.16 / 60 * 25* 1.15

$330,804


0.26 * 2904 * 49.57 / 15 * 25 $62,379


0.26 * 11284.19 / 60 * 25 $1,222


$0 + $330,804 + $62,379 +$1,222

$394,405



Status : Original


Original Current






0.65 MI N OF S LIMS TO N LIMKENNETH

Termini 0.65 MI N OF S LIMS TO N LIMKENNETH












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 709557.81 / 60 * 25 *1.1

$195,128


0.6 * 2112 * 49.57 / 20 * 25 $78,519


0.6 * 32814.61 / 60 * 25 $8,204


$0 + $195,128 + $78,519 +$8,204

$281,851



Status : Original


Original Current






N LIM KENNETH TO CSAH 7 Termini N LIM KENNETH TO CSAH 7










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 709557.81 / 60 * 25 *1.1

$260,171


0.8 * 2112 * 49.57 / 20 * 25 $104,692


0.8 * 32814.61 / 60 * 25 $10,938


$0 + $260,171 + $104,692+ $10,938

$375,801



Status : Original


Original Current






W CO LINE TO FAI 90 Termini W CO LINE TO FAI 90









THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS



Segment Override


Original Current


2.75 Milepoint 2.75



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


3.48 Milepoint 3.48



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


2.14 Milepoint 2.14



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


1.33 Milepoint 1.33



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


0.02 Milepoint 0.02



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

082455F USDOT Number 082455F


1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1997 Last Year Protection Upgraded 1997


Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 709557.81 / 60 * 25 *1.1

$1,463,463


4.5 * 2112 * 49.57 / 20 * 25 $588,892


4.5 * 32814.61 / 60 * 25 $61,527


64 * 159.99999155 * 15.47 /100 * 25 * 1.15

$45,544


56 * 159.99999155 * 15.47 /100 * 25 * 1.15

$39,851


64 * 60.00013138 * 15.47 /100 * 25 * 1.15

$17,079


95 * 80.00053397 * 15.47 /100 * 25 * 1.15

$33,802


64 * 60.00013138 * 15.47 /100 * 25 * 1.15

$17,079


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000

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

$0 + $1,463,463 + $588,892+ $61,527 + $45,544 +$39,851 + $17,079 +$33,802 + $17,079 +$325,000 + $54,000

$2,646,237



Status : Original


Original Current






FAI 90 TO W LIM BEAVER CREEK Termini FAI 90 TO W LIM BEAVER CREEK













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 709557.81 / 60 * 25 *1.1

$130,086


0.4 * 2112 * 49.57 / 20 * 25 $52,346


0.4 * 32814.61 / 60 * 25 $5,469


$0 + $130,086 + $52,346 +$5,469

$187,901



Status : Original


Original Current

BEAVER CREEK Municipality BEAVER CREEK





W LIM TO E LIM BEAVER CREEK Termini W LIM TO E LIM BEAVER CREEK













Segment Override


Original Current




SPRING BROOK Feature Crossed SPRING BROOK

Type of Service


12 Culvert Width 12

9 Culvert Height 9




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.12 * 709557.81 / 60 * 25 *1.1

$364,240


1.12 * 2112 * 49.57 / 20 * 25 $146,569


1.12 * 32814.61 / 60 * 25 $15,313


74 * 216.00025769 * 15.47 /100 * 25 * 1.15

$71,091


$0 + $364,240 + $146,569+ $15,313 + $71,091

$597,213



Status : Original


Original Current






E LIM BEAVER CREEK TO CSAH11

Termini E LIM BEAVER CREEK TO CSAH11











RESURFACED UNDER SAP 67-604-024

Comments RESURFACED UNDER SAP 67-604-024


Segment Override


Original Current





Type of Service


Culvert Width

Culvert Height




Comments



Original Current





Type of Service


Culvert Width

Culvert Height




Comments



Original Current


9.31 Milepoint 9.31



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 709557.81 / 60 * 25 *1.1

$1,365,899


4.2 * 2112 * 49.57 / 20 * 25 $549,632


4.2 * 32814.61 / 60 * 25 $57,426


84 * 99.99986017 * 15.47 /100 * 25 * 1.15

$37,360


87 * 99.99986017 * 15.47 /100 * 25 * 1.15

$38,694


64 * 50.00046828 * 15.47 /100 * 25 * 1.15

$14,233


$0 + $1,365,899 + $549,632+ $57,426 + $37,360 +$38,694 + $14,233

$2,063,244



Status : Original


Original Current






2.7 MI W OF W LIM LUVERNE TO WLIM LUVERNE

Termini 2.7 MI W OF W LIM LUVERNE TO WLIM LUVERNE











Comments


Segment Override


Original Current





Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1810705.13 / 60 * 25 *1.1

$2,240,748


2.7 * 2376 * 49.57 / 20 * 25 $397,502


2.7 * 349749.93 / 60 * 25 $393,469


61 * 60.00013138 * 15.47 /100 * 25 * 1.15

$16,278


$0 + $2,240,748 + $397,502+ $393,469 + $16,278

$3,047,997



Status : Original


Original Current

LUVERNE Municipality LUVERNE





SUNSHINE AVE - W LIM LUVERNETO WARREN ST.

Termini SUNSHINE AVE - W LIM LUVERNETO WARREN ST.









FORMER MSAS-CITY FELL UNDER5,000

Special Message Code FORMER MSAS-CITY FELL UNDER5,000

Comments


Segment Override


Original Current


12.991 Milepoint 12.991


POPLAR CREEK Feature Crossed POPLAR CREEK

Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 1810705.13 / 60 * 25* 1.1

$149,383


0.18 * 2376 * 49.57 / 20 * 25 $26,500


0.18 * 349749.93 / 60 * 25 $26,231


142 * 42.99962772 * 15.47 /100 * 25 * 1.15

$27,157


$0 + $149,383 + $26,500 +$26,231 + $27,157

$229,271



Status : Original


Original Current






SUNSHINE AVE - WARREN ST. TOMAIN ST.

Termini SUNSHINE AVE - WARREN ST. TOMAIN ST.











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2655286.16 / 60 * 25* 1.15

$139,956


0.11 * 2904 * 49.57 / 15 * 25 $26,391


0.11 * 11284.19 / 60 * 25 $517


$0 + $139,956 + $26,391 +$517

$166,864



Status : Original


Original Current






MAIN ST - SUNSHINE AV TO KNISSAVE

Termini MAIN ST - SUNSHINE AV TO KNISSAVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.39 * 2655286.16 / 60 * 25* 1.15

$496,207


0.39 * 2904 * 49.57 / 15 * 25 $93,568


0.39 * 11284.19 / 60 * 25 $1,834


$35,156 + $496,207 +$93,568 + $1,834

$626,765



Status : Original


Original Current






TH 75 TO 0.58 MI EAST Termini TH 75 TO 0.58 MI EAST














Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.58 * 2655286.16 / 60 * 25* 1.15

$737,948


0.58 * 2904 * 49.57 / 15 * 25 $139,153


0.58 * 11284.19 / 60 * 25 $2,727


$105,469 + $737,948 +$139,153 + $2,727

$985,297



Status : Original


Original Current






0.58 MI E OF TH 75 TO E LIMLUVERNE

Termini 0.58 MI E OF TH 75 TO E LIMLUVERNE











BRIDGE 67J34 CONSTRUCTED IN2002 WITH STATE AID AND BOND29 FUNDS.

Comments BRIDGE 67J34 CONSTRUCTED IN2002 WITH STATE AID AND BOND29 FUNDS.


Segment Override


Original Current


Milepoint




3 Number of Spans 3

248 Bridge Length 248

40 Bridge Width 40


Comments

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


Original Current


14.325 Milepoint 14.325


Rock River Overflow Feature Crossed Rock River Overflow



12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 1810705.13 / 60 * 25* 1.1

$348,561


0.42 * 2376 * 49.57 / 20 * 25 $61,834


0.42 * 349749.93 / 60 * 25 $61,206


248 * 40 * 138 / 80 * 25 *1.15

$491,970


80 * 95.99999493 * 15.47 /100 * 25 * 1.15

$34,158


$0 + $348,561 + $61,834 +$61,206 + $491,970 +$34,158

$997,729



Status : Original


Original Current






E LIM LUVERNE TO 2.60 MILESEAST

Termini E LIM LUVERNE TO 2.60 MILESEAST











2014 SAP 067-604-027MICROSURFACING

Comments 2014 SAP 067-604-027MICROSURFACING


Segment Override


Original Current


14.525 Milepoint 14.525


Rock River Overflow Feature Crossed Rock River Overflow


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1810705.13 / 60 * 25 *1.1

$2,157,757


2.6 * 2376 * 49.57 / 20 * 25 $382,780


2.6 * 349749.93 / 60 * 25 $378,896


112.5 * 47.3 * 152 / 80 * 25* 1.15

$290,673


$0 + $2,157,757 + $382,780+ $378,896 + $290,673

$3,210,106



Status : Original


Original Current






2.60 M E OF THE E LIM OFLUVERNE TO W. LIMITS OFMAGNOLIA

Termini 2.60 M E OF THE E LIM OFLUVERNE TO W. LIMITS OFMAGNOLIA














Segment Override


Original Current


18.805 Milepoint 18.805



Type of Service

Number of Spans


45 Bridge Width 45


Comments



Original Current


18.415 Milepoint 18.415



Type of Service


10 Culvert Width 10

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1810705.13 / 60 * 25 *1.1

$2,406,729


2.9 * 2376 * 49.57 / 20 * 25 $426,946


2.9 * 349749.93 / 60 * 25 $422,614


101.5 * 45 * 152 / 80 * 25 *1.15

$249,500


46 * 199.99972034 * 15.47 /100 * 25 * 1.15

$40,918


$0 + $2,406,729 + $426,946+ $422,614 + $249,500 +$40,918

$3,546,707



Status : Original


Original Current






W. LIMIT OF MAGNOLIA TO 0.08MILES EAST

Termini W. LIMIT OF MAGNOLIA TO 0.08MILES EAST














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1810705.13 / 60 * 25* 1.1

$66,393


0.08 * 2376 * 49.57 / 20 * 25 $11,778


0.08 * 349749.93 / 60 * 25 $11,658


$0 + $66,393 + $11,778 +$11,658

$89,829



Status : Original


Original Current






0.08 MI E TO 0.70 MI E OF W LIMOF MAGNOLIA

Termini 0.08 MI E TO 0.70 MI E OF W LIMOF MAGNOLIA














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.62 * 2655286.16 / 60 * 25* 1.15

$788,841


0.62 * 2904 * 49.57 / 15 * 25 $148,750


0.62 * 11284.19 / 60 * 25 $2,915


$0 + $788,841 + $148,750+ $2,915

$940,506



Status : Original


Original Current






0.70 MI E OF W LIM TO E LIM OFMAGNOLIA

Termini 0.70 MI E OF W LIM TO E LIM OFMAGNOLIA














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 709557.81 / 60 * 25 *1.1

$149,598


0.46 * 2112 * 49.57 / 20 * 25 $60,198


0.46 * 32814.61 / 60 * 25 $6,289


$0 + $149,598 + $60,198 +$6,289

$216,085



Status : Original


Original Current






E LIM MAGNOLIA TO E CO LINE Termini E LIM MAGNOLIA TO E CO LINE














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


$0 + $162,607 + $65,432 +$6,836

$234,875



Status : Original


Original Current






W CO LINE TO TH 23 Termini W CO LINE TO TH 23










RESURFACED IN 2001: 1 1/2" MILL,2" NON WEAR (2350), 1 1/2" WEAR(2350)

Comments RESURFACED IN 2001: 1 1/2" MILL,2" NON WEAR (2350), 1 1/2" WEAR(2350)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 709557.81 / 60 * 25 *1.1

$357,735


1.1 * 2112 * 49.57 / 20 * 25 $143,951


1.1 * 32814.61 / 60 * 25 $15,040


$0 + $357,735 + $143,951+ $15,040

$516,726



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override


Original Current


3.86 Milepoint 3.86


Spring Water Creek Feature Crossed Spring Water Creek

Type of Service


12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 709557.81 / 60 * 25 * 1.1 $1,300,856


4 * 2112 * 49.57 / 20 * 25 $523,459


4 * 32814.61 / 60 * 25 $54,691


68 * 167.99972203 * 15.47 /100 * 25 * 1.15

$50,810


$0 + $1,300,856 + $523,459+ $54,691 + $50,810

$1,929,816



Status : Original


Original Current






CSAH 6 TO 0.1 MILES WEST OFWEST LIMITS LUVERNE

Termini CSAH 6 TO 0.1 MILES WEST OFWEST LIMITS LUVERNE










Comments


Segment Override


Original Current


9.67 Milepoint 9.67


LITTLE BEAVER CREEK Feature Crossed LITTLE BEAVER CREEK

Type of Service

Number of Spans

62 Bridge Length 62



Comments



Original Current


7.95 Milepoint 7.95


BEAVER CREEK Feature Crossed BEAVER CREEK

Type of Service

Number of Spans

63 Bridge Length 63

36 Bridge Width 36


Comments



Original Current


5.66 Milepoint 5.66



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


9.96 Milepoint 9.96



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.4 * 709557.81 / 60 * 25 *1.1

$2,081,370


6.4 * 2112 * 49.57 / 20 * 25 $837,535


6.4 * 32814.61 / 60 * 25 $87,506


62 * 38.3 * 152 / 80 * 25 *1.15

$129,713


63 * 36 * 152 / 80 * 25 *1.15

$123,890


60 * 120.00026276 * 15.47 /100 * 25 * 1.15

$32,023


60 * 82.00046659 * 15.47 /100 * 25 * 1.15

$21,882

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

$0 + $2,081,370 + $837,535+ $87,506 + $129,713 +$123,890 + $32,023 +$21,882

$3,313,919



Status : Original


Original Current






0.1 MILE WEST TO WEST LIMITSLUVERNE

Termini 0.1 MILE WEST TO WEST LIMITSLUVERNE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 709557.81 / 60 * 25 *1.1

$32,521


0.1 * 2112 * 49.57 / 20 * 25 $13,086


0.1 * 32814.61 / 60 * 25 $1,367


$0 + $32,521 + $13,086 +$1,367

$46,974



Status : Original


Original Current






W LIM LUVERNE TO COTTAGEGROVE

Termini W LIM LUVERNE TO COTTAGEGROVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 709557.81 / 60 * 25 *1.1

$65,043


0.2 * 2112 * 49.57 / 20 * 25 $26,173


0.2 * 32814.61 / 60 * 25 $2,735


$0 + $65,043 + $26,173 +$2,735

$93,951



Status : Original


Original Current






COTTAGE GROVE TO 542' WESTOF US HWY 75

Termini COTTAGE GROVE TO 542' WESTOF US HWY 75










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2655286.16 / 60 * 25 *1.15

$254,465


0.2 * 2904 * 49.57 / 15 * 25 $47,984


0.2 * 11284.19 / 60 * 25 $940


$0 + $254,465 + $47,984 +$940

$303,389



Status : Original


Original Current






542' WEST OF US HWY 75 TO USHWY 75

Termini 542' WEST OF US HWY 75 TO USHWY 75










LEFT TURN LANE CONSTRUCTEDIN 2002 ON CSAH 5 WITH STATEAID FUNDS.

Comments LEFT TURN LANE CONSTRUCTEDIN 2002 ON CSAH 5 WITH STATEAID FUNDS.


Segment Override


Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2655286.16 / 60 * 25 *1.15

$127,232


0.1 * 2904 * 49.57 / 15 * 25 $23,992


0.1 * 11284.19 / 60 * 25 $470


60 * 94.00006231 * 15.47 /100 * 25 * 1.15

$25,085


$0 + $127,232 + $23,992 +$470 + $25,085

$176,779



Status : Original


Original Current






S CO LINE TO S LIMS HILLS Termini S CO LINE TO S LIMS HILLS










OVERLAY 2010, SAP 67-606-012 Comments OVERLAY 2010, SAP 67-606-012


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 709557.81 / 60 * 25 *1.1

$455,300


1.4 * 2112 * 49.57 / 20 * 25 $183,211


1.4 * 32814.61 / 60 * 25 $19,142


$0 + $455,300 + $183,211+ $19,142

$657,653



Status : Original


Original Current

HILLS Municipality HILLS





S LIMS HILLS TO 0.35 MI N Termini S LIMS HILLS TO 0.35 MI N












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 709557.81 / 60 * 25 *1.1

$113,825


0.35 * 2112 * 49.57 / 20 * 25 $45,803


0.35 * 32814.61 / 60 * 25 $4,785


$0 + $113,825 + $45,803 +$4,785

$164,413



Status : Original


Original Current






0.35 MI N OF S LIMS HILLS TO TH270

Termini 0.35 MI N OF S LIMS HILLS TO TH270












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 709557.81 / 60 * 25 *1.1

$74,799


0.23 * 2112 * 49.57 / 20 * 25 $30,099


0.23 * 32814.61 / 60 * 25 $3,145


$0 + $74,799 + $30,099 +$3,145

$108,043



Status : Original


Original Current






TH 270 TO N LIM HILLS Termini TH 270 TO N LIM HILLS










RESURFACED IN 2001: 1 1/2" MILL,2" NON-WEAR (2350), 1 1/2" WEAR(2350)

Comments RESURFACED IN 2001: 1 1/2" MILL,2" NON-WEAR (2350), 1 1/2" WEAR(2350)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 709557.81 / 60 * 25 *1.1

$81,303


0.25 * 2112 * 49.57 / 20 * 25 $32,716


0.25 * 32814.61 / 60 * 25 $3,418


$0 + $81,303 + $32,716 +$3,418

$117,437



Status : Original


Original Current






N LIM HILLS TO S LIM BEAVERCREEK

Termini N LIM HILLS TO S LIM BEAVERCREEK













Segment Override


Original Current


3.44 Milepoint 3.44



Type of Service


6 Culvert Width 6

4 Culvert Height 4




Comments



Original Current


4.33 Milepoint 4.33



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


4.89 Milepoint 4.89



Type of Service


6 Culvert Width 6

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 709557.81 / 60 * 25 *1.1

$1,723,634


5.3 * 2112 * 49.57 / 20 * 25 $693,583


5.3 * 32814.61 / 60 * 25 $72,466


65 * 48.00053566 * 15.47 /100 * 25 * 1.15

$13,877


64 * 48.00053566 * 15.47 /100 * 25 * 1.15

$13,663


64 * 48.00053566 * 15.47 /100 * 25 * 1.15

$13,663


$0 + $1,723,634 + $693,583+ $72,466 + $13,877 +$13,663 + $13,663

$2,530,886



Status : Original


Original Current






S LIM BEAVER CREEK TO CSAH 4 Termini S LIM BEAVER CREEK TO CSAH 4













Segment Override


Original Current


7.94 Milepoint 7.94


SPRING BROOK Feature Crossed SPRING BROOK

Type of Service

Number of Spans




Comments



Status: Original

Original Current

NOBLES ROCK RAILROAD RailRoad Name NOBLES ROCK RAILROAD

185814F USDOT Number 185814F


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


40.3 * 41.7 * 152 / 80 * 25 *1.15

$91,798


1500 / 25 * 25 $1,500


26 * 1350 / 25 * 25 $35,100

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

$0 + $162,607 + $65,432 +$6,836 + $91,798 + $1,500+ $35,100

$363,273



Status : Original


Original Current


7 Segment Length 7














Comments


Segment Override


Original Current


8.68 Milepoint 8.68



Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


0 * 56250 / 40 * 25 $0


7 * 709557.81 / 60 * 25 * 1.1 $2,276,498


7 * 2112 * 49.57 / 20 * 25 $916,054


7 * 32814.61 / 60 * 25 $95,709


108 * 38 * 152 / 80 * 25 *1.15

$224,181


$0 + $2,276,498 + $916,054+ $95,709 + $224,181

$3,512,442



Status : Original


Original Current


4 Segment Length 4
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 709557.81 / 60 * 25 * 1.1 $1,300,856


4 * 2112 * 49.57 / 20 * 25 $523,459


4 * 32814.61 / 60 * 25 $54,691


$0 + $1,300,856 + $523,459+ $54,691

$1,879,006



Status : Original


Original Current


5 Segment Length 5




CSAH 7 TO NORTH COUNTY LINE Termini CSAH 7 TO NORTH COUNTY LINE










2015 SAP 067-606-015 RC&OL Comments 2015 SAP 067-606-015 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 709557.81 / 60 * 25 * 1.1 $1,626,070


5 * 2112 * 49.57 / 20 * 25 $654,324


5 * 32814.61 / 60 * 25 $68,364


$0 + $1,626,070 + $654,324+ $68,364

$2,348,758



Status : Original


Original Current






WEST STATE LINE TO 0.10 MILESEAST

Termini WEST STATE LINE TO 0.10 MILESEAST










RESURFACED IN 2001: 1 1/2" MILL,3" NON-WEAR (2350), 2" WEAR(2350)

Comments RESURFACED IN 2001: 1 1/2" MILL,3" NON-WEAR (2350), 2" WEAR(2350)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 709557.81 / 60 * 25 *1.1

$32,521


0.1 * 2112 * 49.57 / 20 * 25 $13,086


0.1 * 32814.61 / 60 * 25 $1,367


$0 + $32,521 + $13,086 +$1,367

$46,974



Status : Original


Original Current






0.10 MI EAST OF WEST STATELINE TO TH 23

Termini 0.10 MI EAST OF WEST STATELINE TO TH 23













Segment Override


Original Current


0.38 Milepoint 0.38


SPLIT ROCK CREEK Feature Crossed SPLIT ROCK CREEK


7 Number of Spans 7


34 Bridge Width 34


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 709557.81 / 60 * 25 *1.1

$747,992


2.3 * 2112 * 49.57 / 20 * 25 $300,989


2.3 * 32814.61 / 60 * 25 $31,447


182 * 34 * 138 / 80 * 25 *1.15

$306,886


$0 + $747,992 + $300,989+ $31,447 + $306,886

$1,387,314



Status : Original


Original Current



















Segment Override


Original Current


4.86 Milepoint 4.86



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 709557.81 / 60 * 25 *1.1

$813,035


2.5 * 2112 * 49.57 / 20 * 25 $327,162


2.5 * 32814.61 / 60 * 25 $34,182


30 * 71.9997271 * 15.47 /100 * 25 * 1.15

$9,607


$0 + $813,035 + $327,162+ $34,182 + $9,607

$1,183,986



Status : Original


Original Current


7 Segment Length 7




CSAH 6 TO TH 75 Termini CSAH 6 TO TH 75













Segment Override


Original Current


8.44 Milepoint 8.44



Type of Service

Number of Spans




Comments



Original Current


10.8 Milepoint 10.8



Type of Service


12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7 * 709557.81 / 60 * 25 * 1.1 $2,276,498


7 * 2112 * 49.57 / 20 * 25 $916,054


7 * 32814.61 / 60 * 25 $95,709


24.4 * 29.5 * 152 / 80 * 25 *1.15

$39,319


44 * 131.99985848 * 15.47 /100 * 25 * 1.15

$25,832


$0 + $2,276,498 + $916,054+ $95,709 + $39,319 +$25,832

$3,353,412



Status : Original


Original Current

HARDWICK Municipality HARDWICK





TH 75 TO 0.49 M E OF W LIM Termini TH 75 TO 0.49 M E OF W LIM












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 709557.81 / 60 * 25 *1.1

$159,355


0.49 * 2112 * 49.57 / 20 * 25 $64,124


0.49 * 32814.61 / 60 * 25 $6,700


$0 + $159,355 + $64,124 +$6,700

$230,179



Status : Original


Original Current






0.49 M E TO 0.88 M E OF W LIM Termini 0.49 M E TO 0.88 M E OF W LIM












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 2655286.16 / 60 * 25* 1.15

$496,207


0.39 * 2904 * 49.57 / 15 * 25 $93,568


0.39 * 11284.19 / 60 * 25 $1,834


$0 + $496,207 + $93,568 +$1,834

$591,609



Status : Original


Original Current






0.88 M E OF W LIM TO E LIM Termini 0.88 M E OF W LIM TO E LIM












Segment Override


Original Current




MOUND CREEK Feature Crossed MOUND CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.62 * 709557.81 / 60 * 25 *1.1

$201,633


0.62 * 2112 * 49.57 / 20 * 25 $81,136


0.62 * 32814.61 / 60 * 25 $8,477


26.3 * 46.6 * 152 / 80 * 25 *1.15

$66,947


$0 + $201,633 + $81,136 +$8,477 + $66,947

$358,193



Status : Original


Original Current






E LIM HARDWICK TO 2.3 MI E Termini E LIM HARDWICK TO 2.3 MI E












Segment Override


Original Current





Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 709557.81 / 60 * 25 *1.1

$747,992


2.3 * 2112 * 49.57 / 20 * 25 $300,989


2.3 * 32814.61 / 60 * 25 $31,447


70 * 246.00032338 * 15.47 /100 * 25 * 1.15

$76,588


$0 + $747,992 + $300,989+ $31,447 + $76,588

$1,157,016



Status : Original


Original Current






2.3 M E TO 2.7 M E OF E LIMHARWICK

Termini 2.3 M E TO 2.7 M E OF E LIMHARWICK












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 709557.81 / 60 * 25 *1.1

$130,086


0.4 * 2112 * 49.57 / 20 * 25 $52,346


0.4 * 32814.61 / 60 * 25 $5,469


$0 + $130,086 + $52,346 +$5,469

$187,901



Status : Original


Original Current






2.7 MI E OF E LIM HARDWICK TOCSAH 2

Termini 2.7 MI E OF E LIM HARDWICK TOCSAH 2












Segment Override


Original Current




DITCH Feature Crossed DITCH

Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 709557.81 / 60 * 25 *1.1

$260,171


0.8 * 2112 * 49.57 / 20 * 25 $104,692


0.8 * 32814.61 / 60 * 25 $10,938


76 * 39.99972879 * 15.47 /100 * 25 * 1.15

$13,521


$0 + $260,171 + $104,692+ $10,938 + $13,521

$389,322



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override


Original Current





Type of Service

Number of Spans


38 Bridge Width 38


Comments



Original Current





Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current





Type of Service


Culvert Width

Culvert Height




Comments



Original Current


19.536 Milepoint 19.536



Type of Service


8 Culvert Width 8

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 709557.81 / 60 * 25 * 1.1 $650,428


2 * 2112 * 49.57 / 20 * 25 $261,730


2 * 32814.61 / 60 * 25 $27,346


144 * 38 * 152 / 80 * 25 *1.15

$298,908


76 * 39.99972879 * 15.47 /100 * 25 * 1.15

$13,521


51 * 80.00053397 * 15.47 /100 * 25 * 1.15

$18,146


41 * 63.99999662 * 15.47 /100 * 25 * 1.15

$11,671

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

$0 + $650,428 + $261,730+ $27,346 + $298,908 +$13,521 + $18,146 +$11,671

$1,281,750



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF



W CO LINE TO CSAH 6 Termini W CO LINE TO CSAH 6










DSAE APPROVES USE OF ADTFROM THE EAST 4 MILES FORENTIRE SEGMENT. EFFECT ISOFFSET BY USE OF LOWERGRADING COST THAN USUALFOR 24'/32' SECTION.

Comments DSAE APPROVES USE OF ADTFROM THE EAST 4 MILES FORENTIRE SEGMENT. EFFECT ISOFFSET BY USE OF LOWERGRADING COST THAN USUALFOR 24'/32' SECTION.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 709557.81 / 60 * 25 *1.1

$1,658,591


5.1 * 2112 * 49.57 / 20 * 25 $667,410


5.1 * 32814.61 / 60 * 25 $69,731


$0 + $1,658,591 + $667,410+ $69,731

$2,395,732



Status : Original


Original Current


4 Segment Length 4




CSAH 6 TO S JCT CSAH 11 Termini CSAH 6 TO S JCT CSAH 11










2015 SAP 067-608-016 M&OL

2014 SAP 067-608-014BR 67568


2014 SAP 067-608-014BR 67568


Segment Override


Original Current


8.21 Milepoint 8.21



Type of Service

1 Number of Spans 1




2014 SAP 067-608-014BR 67568

Comments 2014 SAP 067-608-014BR 67568



Original Current


8.94 Milepoint 8.94



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 709557.81 / 60 * 25 * 1.1 $1,300,856


4 * 2112 * 49.57 / 20 * 25 $523,459


4 * 32814.61 / 60 * 25 $54,691


77.92 * 35.33 * 152 / 80 * 25* 1.15

$150,378


42 * 162.99989048 * 15.47 /100 * 25 * 1.15

$30,448


$0 + $1,300,856 + $523,459+ $54,691 + $150,378 +$30,448

$2,059,832



Status : Original


Original Current


3 Segment Length 3




CSAH 11 TO TH 75 Termini CSAH 11 TO TH 75












Segment Override


Original Current





Type of Service


9 Culvert Width 9

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 709557.81 / 60 * 25 * 1.1 $975,642


3 * 2112 * 49.57 / 20 * 25 $392,594


3 * 32814.61 / 60 * 25 $41,018


48 * 68.99982817 * 15.47 /100 * 25 * 1.15

$14,730


$0 + $975,642 + $392,594+ $41,018 + $14,730

$1,423,984



Status : Original


Original Current
















Comments


Segment Override


Original Current




MOUND CREEK Feature Crossed MOUND CREEK

Type of Service

Number of Spans

37 Bridge Length 37



Comments



Original Current





Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 709557.81 / 60 * 25 *1.1

$1,235,813


3.8 * 2112 * 49.57 / 20 * 25 $497,286


3.8 * 32814.61 / 60 * 25 $51,956


37 * 29.4 * 152 / 80 * 25 *1.15

$59,421


40 * 39.99972879 * 15.47 /100 * 25 * 1.15

$7,116


$0 + $1,235,813 + $497,286+ $51,956 + $59,421 +$7,116

$1,851,592



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override


Original Current






3 Number of Spans 3


32 Bridge Width 32


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 709557.81 / 60 * 25 * 1.1 $650,428


2 * 2112 * 49.57 / 20 * 25 $261,730


2 * 32814.61 / 60 * 25 $27,346


230 * 32 * 138 / 80 * 25 *1.15

$365,010


$0 + $650,428 + $261,730+ $27,346 + $365,010

$1,304,514



Status : Original


Original Current


3 Segment Length 3














2013 SAP 067-608-013 CULVERT67K13



Segment Override


Original Current





Type of Service

3 Number of Spans 3




2012 SP 067-608-009 BR# 67562REPLACES 92760

Comments 2012 SP 067-608-009 BR# 67562REPLACES 92760



Original Current





Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current







10 Culvert Width 10

4 Culvert Height 4




2013 SAP 067-608-013 CULVERT67K13





Computation Result


0 * 56250 / 40 * 25 $0


3 * 709557.81 / 60 * 25 * 1.1 $975,642


3 * 2112 * 49.57 / 20 * 25 $392,594


3 * 32814.61 / 60 * 25 $41,018


66.6 * 35.3 * 152 / 80 * 25 *1.15

$128,422


32 * 80.00053397 * 15.47 /100 * 25 * 1.15

$11,386


58 * 40 * 15.47 / 100 * 25 *1.15

$10,318


$0 + $975,642 + $392,594+ $41,018 + $128,422 +$11,386 + $10,318

$1,559,380



Status : Original


Original Current


3 Segment Length 3




S CO LINE TO CSAH 1 Termini S CO LINE TO CSAH 1












Segment Override


Original Current


1.29 Milepoint 1.29



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 709557.81 / 60 * 25 * 1.1 $975,642


3 * 2112 * 49.57 / 20 * 25 $392,594


3 * 32814.61 / 60 * 25 $41,018


24.1 * 32.4 * 152 / 80 * 25 *1.15

$42,653


$0 + $975,642 + $392,594+ $41,018 + $42,653

$1,451,907



Status : Original


Original Current
















2014 SAP 067-609-021 M&OL

2012 SAP 067-609-019 CUL# 67K08REPLACES L2119

2012 SAP 067-609-020 BR# 67563REPLACES L2120



2012 SAP 067-609-020 BR# 67563REPLACES L2120


Segment Override


Original Current


8.14 Milepoint 8.14



Type of Service

Number of Spans




Comments



Original Current


6.87 Milepoint 6.87




1 Number of Spans 1




2012 SAP 067-609-020 BR# 67563REPLACES L2120

Comments 2012 SAP 067-609-020 BR# 67563REPLACES L2120



Original Current


4.48 Milepoint 4.48





12 Culvert Width 12

7 Culvert Height 7




Comments



Original Current


8.89 Milepoint 8.89





12 Culvert Width 12

5 Culvert Height 5





Comments 2012 SAP 067-609-019 CUL# 67K08REPLACES L2119



Status: Original

Original Current


185794W USDOT Number 185794W


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


7.6 * 709557.81 / 60 * 25 *1.1

$2,471,626


7.6 * 2112 * 49.57 / 20 * 25 $994,572


7.6 * 32814.61 / 60 * 25 $103,913


52.5 * 32.3 * 152 / 80 * 25 *1.15

$92,630


56.92 * 35.3 * 152 / 80 * 25* 1.15

$109,757


60 * 163.99985679 * 15.47 /100 * 25 * 1.15

$43,765


54 * 60 * 15.47 / 100 * 25 *1.15

$14,410


1500 / 25 * 25 $1,500


26 * 1350 / 25 * 25 $35,100

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

$0 + $2,471,626 + $994,572+ $103,913 + $92,630 +$109,757 + $43,765 +$14,410 + $1,500 + $35,100

$3,867,273



Status : Original


Original Current


1 Segment Length 1




CSAH 4 TO 1.0 MI NORTH Termini CSAH 4 TO 1.0 MI NORTH












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Original


Original Current






1.0 MI N OF CSAH 4 TO 1.0 MI S OFCSAH 8

Termini 1.0 MI N OF CSAH 4 TO 1.0 MI S OFCSAH 8












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 709557.81 / 60 * 25 *1.1

$1,398,420


4.3 * 2112 * 49.57 / 20 * 25 $562,719


4.3 * 32814.61 / 60 * 25 $58,793


$0 + $1,398,420 + $562,719+ $58,793

$2,019,932



Status : Original


Original Current


1 Segment Length 1




1.0 MI S TO CSAH 8 Termini 1.0 MI S TO CSAH 8












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Original


Original Current






CSAH 8 TO W LIMS KENNETH Termini CSAH 8 TO W LIMS KENNETH

83 Present AADT 83









Comments


Segment Override


Original Current





Type of Service

Number of Spans

96 Bridge Length 96

34 Bridge Width 34


Comments



Original Current





Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


4.4 * 354778.91 / 60 * 25 *1.1

$715,471


4.4 * 546 * 10.3 / 2 * 25 $309,309


4.4 * 0 / 60 * 25 $0


96 * 34 * 152 / 80 * 25 *1.15

$178,296


50 * 214.00032507 * 15.47 /100 * 25 * 1.15

$47,590

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

$715,471 + $309,309 + $0+ $178,296 + $47,590

$1,250,666



Status : Original


Original Current






W LIMS KENNETH TO CSAH 3 Termini W LIMS KENNETH TO CSAH 3

83 Present AADT 83









Comments


Segment Override


Original Current





Type of Service


12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0.5 * 354778.91 / 60 * 25 *1.1

$81,304


0.5 * 546 * 10.3 / 2 * 25 $35,149


0.5 * 0 / 60 * 25 $0


50 * 197.99978772 * 15.47 /100 * 25 * 1.15

$44,031

Total Segment Cost Construction +Preservation + ROW +Culvert

$81,304 + $35,149 + $0 +$44,031

$160,484



Status : Original


Original Current






CSAH 3 TO E LIM KENNETH Termini CSAH 3 TO E LIM KENNETH











Comments DSAE APPROVES COMPLETESTORM SEWER NEEDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


$0 + $162,607 + $65,432 +$6,836

$234,875



Status : Original


Original Current






E LIM KENNETH TO E CO LINE Termini E LIM KENNETH TO E CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


$0 + $162,607 + $65,432 +$6,836

$234,875



Status : Original


Original Current


















Segment Override


Original Current


0.87 Milepoint 0.87





10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


0.24 Milepoint 0.24





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 709557.81 / 60 * 25 *1.1

$1,008,163


3.1 * 2112 * 49.57 / 20 * 25 $405,681


3.1 * 32814.61 / 60 * 25 $42,386


70 * 173.99951989 * 15.47 /100 * 25 * 1.15

$54,172


70 * 90.00019707 * 15.47 /100 * 25 * 1.15

$28,020


$0 + $1,008,163 + $405,681+ $42,386 + $54,172 +$28,020

$1,538,422



Status : Original


Original Current


1 Segment Length 1




S CO LINE TO 1.0 MI S OF TH 270 Termini S CO LINE TO 1.0 MI S OF TH 270










Comments


Segment Override


Original Current


0.01 Milepoint 0.01



Type of Service


12 Culvert Width 12

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


52 * 45.99952665 * 15.47 /100 * 25 * 1.15

$10,639


$0 + $325,214 + $130,865+ $13,673 + $10,639

$480,391



Status : Original


Original Current






1 MI S TO 0.8 MI SO OF TH 270 Termini 1 MI S TO 0.8 MI SO OF TH 270










SAP 67-611-06, 2008 MILL &OVERLAY

Comments SAP 67-611-06, 2008 MILL &OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 709557.81 / 60 * 25 *1.1

$65,043


0.2 * 2112 * 49.57 / 20 * 25 $26,173


0.2 * 32814.61 / 60 * 25 $2,735


$0 + $65,043 + $26,173 +$2,735

$93,951



Status : Original


Original Current






0.8 MI SO OF TH 270 TO TH 270 Termini 0.8 MI SO OF TH 270 TO TH 270












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 709557.81 / 60 * 25 *1.1

$260,171


0.8 * 2112 * 49.57 / 20 * 25 $104,692


0.8 * 32814.61 / 60 * 25 $10,938


$0 + $260,171 + $104,692+ $10,938

$375,801



Status : Revised


Original Current






FROM TH 270 TO CSAH 4 Termini FROM TH 270 TO CSAH 4













Segment Override


Status: Revised

Original Current


185808C USDOT Number 185808C


1 Mainline Tracks 1




0 Last Year Surfaced 0


VERIFIED ON RGCIP Comments VERIFIED ON RGCIP



Computation Result


0 * 56250 / 40 * 25 $0


7.3 * 709557.81 / 60 * 25 *1.1

$2,374,062


7.3 * 2112 * 49.57 / 20 * 25 $955,313


7.3 * 32814.61 / 60 * 25 $99,811


1500 / 25 * 25 $1,500


26 * 1350 / 25 * 25 $35,100


$0 + $2,374,062 + $955,313+ $99,811 + $1,500 +$35,100

$3,465,786



Status : Original


Original Current







88 Present AADT 88









2015 SP 067-611-007 BR 67567 Comments 2015 SP 067-611-007 BR 67567


Segment Override


Original Current





Type of Service

Number of Spans




Comments



Original Current






3 Number of Spans 3




2015 SP 067-611-007 BR 67567 -LENGTH FROM BR LOG

Comments 2015 SP 067-611-007 BR 67567 -LENGTH FROM BR LOG



Original Current





Type of Service


6 Culvert Width 6

6 Culvert Height 6




Comments




Computation Result


3.7 * 354778.91 / 60 * 25 *1.1

$601,646


3.7 * 546 * 10.3 / 2 * 25 $260,101


3.7 * 0 / 60 * 25 $0


36.5 * 25.8 * 152 / 80 * 25 *1.15

$51,440


78.4 * 34.5 * 152 / 80 * 25 *1.15

$147,750


28 * 71.9997271 * 15.47 /100 * 25 * 1.15

$8,966

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

$601,646 + $260,101 + $0+ $51,440 + $147,750 +$8,966

$1,069,903



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override



Computation Result


2 * 354778.91 / 60 * 25 * 1.1 $325,214


2 * 546 * 10.3 / 2 * 25 $140,595


2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$325,214 + $140,595 + $0 $465,809



Status : Original


Original Current


4 Segment Length 4





77 Present AADT 77









Comments


Segment Override


Original Current





Type of Service

Number of Spans

26 Bridge Length 26



Comments



Original Current


15.705 Milepoint 15.705



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


4 * 354778.91 / 60 * 25 * 1.1 $650,428


4 * 546 * 10.3 / 2 * 25 $281,190


4 * 0 / 60 * 25 $0


26 * 31.5 * 152 / 80 * 25 *1.15

$44,738


50 * 90.00019707 * 15.47 /100 * 25 * 1.15

$20,014


$650,428 + $281,190 + $0+ $44,738 + $20,014

$996,370



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override



Computation Result


5 * 354778.91 / 60 * 25 * 1.1 $813,035


5 * 546 * 10.3 / 2 * 25 $351,488


5 * 0 / 60 * 25 $0


$813,035 + $351,488 + $0 $1,164,523



Status : Original


Original Current






1.4 MI W TO TH 75 Termini 1.4 MI W TO TH 75










Comments


Segment Override


Original Current


0.57 Milepoint 0.57



Type of Service


0 Culvert Width 0

0 Culvert Height 0




COUNTY BORDER BRIDGE 50% Comments COUNTY BORDER BRIDGE 50%



Original Current




Trib Split Rock Creet Feature Crossed Trib Split Rock Creet

Type of Service


10 Culvert Width 10

5 Culvert Height 5




COUNTY BORDER BRIDGE 50% -FROM PIPESTONE CO SEG. 601-030

Comments COUNTY BORDER BRIDGE 50% -FROM PIPESTONE CO SEG. 601-030



Original Current




trib split rock creek Feature Crossed trib split rock creek

Type of Service


14 Culvert Width 14

10 Culvert Height 10








Original Current




Trib Split Rock Creek Feature Crossed Trib Split Rock Creek



10 Culvert Width 10

7 Culvert Height 7








Original Current




Trib Split Rock Creek Feature Crossed Trib Split Rock Creek



6 Culvert Width 6

4 Culvert Height 4








Original Current




trib split rock creek Feature Crossed trib split rock creek



9 Culvert Width 9

5 Culvert Height 5









Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 709557.81 / 60 * 25 *1.1

$455,300


1.4 * 2112 * 49.57 / 20 * 25 $183,211


1.4 * 32814.61 / 60 * 25 $19,142

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

30 * 132.99982479 * 15.47 /100 * 25 * 1.15 * 50%

$8,873


76 * 150 * 15.47 / 100 * 25 *1.15 * 50%

$25,351


60 * 98.999 * 15.47 / 100 *25 * 1.15 * 50%

$13,209


60 * 52 * 15.47 / 100 * 25 *1.15 * 50%

$6,938


58 * 35.999 * 15.47 / 100 *25 * 1.15 * 50%

$4,643


88 * 34.999 * 15.47 / 100 *25 * 1.15 * 50%

$6,849

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

$0 + $455,300 + $183,211+ $19,142 + $8,873 +$25,351 + $13,209 + $6,938+ $4,643 + $6,849

$723,516



Status : Original


Original Current






TH 75 TO AND ALONG N CO LINE Termini TH 75 TO AND ALONG N CO LINE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 709557.81 / 60 * 25 *1.1

$1,561,027


4.8 * 2112 * 49.57 / 20 * 25 $628,151


4.8 * 32814.61 / 60 * 25 $65,629


$0 + $1,561,027 + $628,151+ $65,629

$2,254,807



Status : Original


Original Current






W CO LINE TO W. CITY LIMITSHILLS

Termini W CO LINE TO W. CITY LIMITSHILLS










2015 SAP 067-613-006 M&OL

2014 SAP 067-613-005 CULVERT67K24

2014 SAP 067-613-004 CULVERT67K23

DSAE APPROVED TRAFFICCOUNT REVISION.


2014 SAP 067-613-005 CULVERT67K24

2014 SAP 067-613-004 CULVERT67K23

DSAE APPROVED TRAFFICCOUNT REVISION.


Segment Override


Original Current


3.48 Milepoint 3.48





12 Culvert Width 12

5 Culvert Height 5




2014 SAP 067-613-004 CULVERT67K23




Original Current


0.56 Milepoint 0.56


BLOOD RUN Feature Crossed BLOOD RUN



12 Culvert Width 12

6 Culvert Height 6




2014 SAP 067-613-005 CULVERT67K24





Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 709557.81 / 60 * 25 *1.1

$1,398,420


4.3 * 2112 * 49.57 / 20 * 25 $562,719


4.3 * 32814.61 / 60 * 25 $58,793


59 * 120 * 15.47 / 100 * 25 *1.15

$31,489


63 * 144 * 15.47 / 100 * 25 *1.15

$40,349


$0 + $1,398,420 + $562,719+ $58,793 + $31,489 +$40,349

$2,091,770



Status : Original


Original Current






WEST LIMITS HILLS TO TH 270 Termini WEST LIMITS HILLS TO TH 270










DSAE APPROVES COMPLETESTORM SEWER NEEDS.

Comments DSAE APPROVES COMPLETESTORM SEWER NEEDS.


Segment Override


Original Current


4.31 Milepoint 4.31



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 709557.81 / 60 * 25 *1.1

$22,765


0.07 * 2112 * 49.57 / 20 * 25 $9,161


0.07 * 32814.61 / 60 * 25 $957


103 * 71.9997271 * 15.47 /100 * 25 * 1.15

$32,983


$0 + $22,765 + $9,161 +$957 + $32,983

$65,866



Status : Original


Original Current






FROM CSAH 4 TO CSAH 9 Termini FROM CSAH 4 TO CSAH 9












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 709557.81 / 60 * 25 *1.1

$585,385


1.8 * 2112 * 49.57 / 20 * 25 $235,557


1.8 * 32814.61 / 60 * 25 $24,611


$0 + $585,385 + $235,557+ $24,611

$845,553



Status : Original


Original Current


4 Segment Length 4




CSAH NO. 6 TO CSAH NO. 11 Termini CSAH NO. 6 TO CSAH NO. 11










Comments


Segment Override


Original Current


1.5 Milepoint 1.5


MUD CREEK Feature Crossed MUD CREEK



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 709557.81 / 60 * 25 * 1.1 $1,300,856


4 * 2112 * 49.57 / 20 * 25 $523,459


4 * 32814.61 / 60 * 25 $54,691


38 * 133.9997911 * 15.47 /100 * 25 * 1.15

$22,647


$0 + $1,300,856 + $523,459+ $54,691 + $22,647

$1,901,653



Status : Original


Original Current






CSAH NO. 11 TO 0.5 MILES EASTOF TRUNK HIGHWAY 75

Termini CSAH NO. 11 TO 0.5 MILES EASTOF TRUNK HIGHWAY 75










Comments


Segment Override


Original Current


6.21 Milepoint 6.21





12 Culvert Width 12

6 Culvert Height 6




Comments



Original Current


6.94 Milepoint 6.94





10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 709557.81 / 60 * 25 *1.1

$1,138,249


3.5 * 2112 * 49.57 / 20 * 25 $458,027


3.5 * 32814.61 / 60 * 25 $47,855


40 * 69.99979448 * 15.47 /100 * 25 * 1.15

$12,453


35 * 39.99972879 * 15.47 /100 * 25 * 1.15

$6,227


$0 + $1,138,249 + $458,027+ $47,855 + $12,453 +$6,227

$1,662,811



Status : Original


Original Current






0.50 MILES EAST OF TH 75 TO 1.0MILES EAST OF TH 75

Termini 0.50 MILES EAST OF TH 75 TO 1.0MILES EAST OF TH 75










Comments


Segment Override


Original Current


7.75 Milepoint 7.75




6 Number of Spans 6




Comments



Original Current


7.58 Milepoint 7.58



OTHER Type of Service OTHER


12 Culvert Width 12

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


399.2 * 31.3 * 138 / 80 * 25* 1.15

$619,672


66 * 45.99952665 * 15.47 /100 * 25 * 1.15

$13,503


$0 + $162,607 + $65,432 +$6,836 + $619,672 +$13,503

$868,050



Status : Original


Original Current


1 Segment Length 1




1.00 MILES EAST OF TH 75 TOJUNCTION OF CSAH NO. 9

Termini 1.00 MILES EAST OF TH 75 TOJUNCTION OF CSAH NO. 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Revised


Original Current


6 Segment Length 6














2016 SP 067-615-009 BR R&R67571

Comments 2016 SP 067-615-009 BR R&R67571


Segment Override

Bridge Information Status: Revised

Original Current






3 Number of Spans 3


32 Bridge Width 32


2016 SP 067-615-009 BR R&R67571

Comments 2016 SP 067-615-009 BR R&R67571



Original Current





Type of Service

Number of Spans




Comments



Original Current


Milepoint





10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current


Milepoint


Feature Crossed



14 Culvert Width 14

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6 * 709557.81 / 60 * 25 * 1.1 $1,951,284


6 * 2112 * 49.57 / 20 * 25 $785,189


6 * 32814.61 / 60 * 25 $82,037


110 * 32 * 152 / 80 * 25 *1.15

$192,280


20.1 * 32.1 * 152 / 80 * 25 *1.15

$35,245


34 * 80.00053397 * 15.47 /100 * 25 * 1.15

$12,098


38 * 69.99979448 * 15.47 /100 * 25 * 1.15

$11,831

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

$0 + $1,951,284 + $785,189+ $82,037 + $192,280 +$35,245 + $12,098 +$11,831

$3,069,964



Status : Original


Original Current






TH 75 TO 134TH AVENUE Termini TH 75 TO 134TH AVENUE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


$0 + $162,607 + $65,432 +$6,836

$234,875



Status : Original


Original Current






134TH AVENUE TO 140TH AVENUE Termini 134TH AVENUE TO 140TH AVENUE










SP 67-616-02 & 04 2009

SAP 67-615-05, 2010 SURFACE

Comments SP 67-616-02 & 04 2009

SAP 67-615-05, 2010 SURFACE


Segment Override


Original Current


Milepoint




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


141 * 23.4 * 152 / 80 * 25 *1.15

$180,230


$0 + $162,607 + $65,432 +$6,836 + $180,230

$415,105



Status : Original


Original Current


1 Segment Length 1




140TH AVENUE TO CSAH 9 Termini 140TH AVENUE TO CSAH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Original


Original Current


4 Segment Length 4





72 Present AADT 72









2012 SAP 067-616-006 NEW CUL#67K10

Comments 2012 SAP 067-616-006 NEW CUL#67K10


Segment Override


Original Current


4.32 Milepoint 4.32


Elk Creek Feature Crossed Elk Creek


3 Number of Spans 3


32 Bridge Width 32


Comments



Original Current


3.3 Milepoint 3.3


Unnamed Stream Feature Crossed Unnamed Stream



10 Culvert Width 10

4 Culvert Height 4




2012 SAP 067-616-006 NEW CUL#67K10

Comments 2012 SAP 067-616-006 NEW CUL#67K10




Computation Result


4 * 354778.91 / 60 * 25 * 1.1 $650,428


4 * 546 * 10.3 / 2 * 25 $281,190


4 * 0 / 60 * 25 $0


74.5 * 32 * 152 / 80 * 25 *1.15

$130,226


42 * 80 * 15.47 / 100 * 25 *1.15

$14,944


$650,428 + $281,190 + $0+ $130,226 + $14,944

$1,076,788



Status : Original


Original Current






SO CO LINE TO CSAH 4 Termini SO CO LINE TO CSAH 4










Comments


Segment Override


Original Current


1.15 Milepoint 1.15


BLOOD RUN Feature Crossed BLOOD RUN

Type of Service

Number of Spans

24 Bridge Length 24



Comments



Original Current


3.53 Milepoint 3.53


FOUR MILE CREEK Feature Crossed FOUR MILE CREEK



12 Culvert Width 12

6 Culvert Height 6




Comments



Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE UNION PACIFIC

RailRoad Name BURLINGTON NORTHERN SANTAFE UNION PACIFIC

082456M USDOT Number 082456M


2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES



Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


6.2 * 709557.81 / 60 * 25 *1.1

$2,016,327


6.2 * 2112 * 49.57 / 20 * 25 $811,362


6.2 * 32814.61 / 60 * 25 $84,771


24 * 29.6 * 152 / 80 * 25 *1.15

$38,806


60 * 139.99958896 * 15.47 /100 * 25 * 1.15

$37,360


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + RRCrossing Protection + RRCrossing Surface

$0 + $2,016,327 + $811,362+ $84,771 + $38,806 +$37,360 + $325,000 +$54,000

$3,367,626



Status : Original


Original Current






CSAH 4 TO FAI 90 Termini CSAH 4 TO FAI 90









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

Comments


Segment Override


Original Current


6.49 Milepoint 6.49



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 709557.81 / 60 * 25 *1.1

$422,778


1.3 * 2112 * 49.57 / 20 * 25 $170,124


1.3 * 32814.61 / 60 * 25 $17,775


97.9 * 34.5 * 152 / 80 * 25 *1.15

$184,499


$0 + $422,778 + $170,124+ $17,775 + $184,499

$795,176



Status : Original


Original Current


3 Segment Length 3




TH 23 TO NW LIM BEAVER CREEK Termini TH 23 TO NW LIM BEAVER CREEK










REVISED TRAFFIC PROJECTIONFACTOR WITH PRIOR APPROVALOF DOUG HAEDER - STATE AIDENGINEERRECONDITIONING 2009 67-617-008

SURFACE 2010, SAP 67-617-009

Comments REVISED TRAFFIC PROJECTIONFACTOR WITH PRIOR APPROVALOF DOUG HAEDER - STATE AIDENGINEERRECONDITIONING 2009 67-617-008

SURFACE 2010, SAP 67-617-009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 709557.81 / 60 * 25 * 1.1 $975,642


3 * 2112 * 49.57 / 20 * 25 $392,594


3 * 32814.61 / 60 * 25 $41,018


$0 + $975,642 + $392,594+ $41,018

$1,409,254



Status : Original


Original Current






W LIMS BEAVER CREEK TO CSAH4

Termini W LIMS BEAVER CREEK TO CSAH4










RECONDITIONING 2009 67-617-008

SURFACE 2010, SAP 67-617-009

Comments RECONDITIONING 2009 67-617-008

SURFACE 2010, SAP 67-617-009


Segment Override


Original Current


11.078 Milepoint 11.078




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 709557.81 / 60 * 25 *1.1

$126,833


0.39 * 2112 * 49.57 / 20 * 25 $51,037


0.39 * 32814.61 / 60 * 25 $5,332


96.5 * 39.3 * 152 / 80 * 25 *1.15

$207,163


$0 + $126,833 + $51,037 +$5,332 + $207,163

$390,365



Status : Original


Original Current






CSAH 4 TO 0.9 MI N Termini CSAH 4 TO 0.9 MI N










RESURFACED UNDER PLAN #SAP67-618-007

Comments RESURFACED UNDER PLAN #SAP67-618-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 2655286.16 / 60 * 25 *1.15

$1,145,092


0.9 * 2904 * 49.57 / 15 * 25 $215,927


0.9 * 11284.19 / 60 * 25 $4,232


$0 + $1,145,092 + $215,927+ $4,232

$1,365,251



Status : Original


Original Current






0.9 M N OF CSAH 4 TO N LIMLUVERNE (CSAH 37)

Termini 0.9 M N OF CSAH 4 TO N LIMLUVERNE (CSAH 37)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.54 * 1810705.13 / 60 * 25* 1.1

$448,150


0.54 * 2376 * 49.57 / 20 * 25 $79,500


0.54 * 349749.93 / 60 * 25 $78,694


$0 + $448,150 + $79,500 +$78,694

$606,344



Status : Original


Original Current


1 Segment Length 1




N LIM LUVERNE (CSAH 37) TOCSAH 8

Termini N LIM LUVERNE (CSAH 37) TOCSAH 8










Comments


Segment Override


Original Current


2.31 Milepoint 2.31





10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


55 * 39.99972879 * 15.47 /100 * 25 * 1.15

$9,785


$0 + $325,214 + $130,865+ $13,673 + $9,785

$479,537



Status : Original


Original Current







66 Present AADT 66









Comments


Segment Override


Original Current


4.04 Milepoint 4.04



Type of Service

Number of Spans

24 Bridge Length 24



Comments




Computation Result


4.1 * 354778.91 / 60 * 25 *1.1

$666,689


4.1 * 546 * 10.3 / 2 * 25 $288,220


4.1 * 0 / 60 * 25 $0


24 * 29.3 * 152 / 80 * 25 *1.15

$38,412

Total Segment Cost Construction +Preservation + ROW +Bridge

$666,689 + $288,220 + $0+ $38,412

$993,321



Status : Original


Original Current






CSAH 7 TO NORTH LIMITSHARDWICK

Termini CSAH 7 TO NORTH LIMITSHARDWICK

99 Present AADT 99









Comments


Segment Override



Computation Result


0.5 * 354778.91 / 60 * 25 *1.1

$81,304


0.5 * 546 * 10.3 / 2 * 25 $35,149


0.5 * 0 / 60 * 25 $0


$81,304 + $35,149 + $0 $116,453



Status : Original


Original Current






N LIM HARDWICK TO CSAH 12 Termini N LIM HARDWICK TO CSAH 12

99 Present AADT 99









Comments


Segment Override


Original Current


8.4 Milepoint 8.4



Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


4.5 * 354778.91 / 60 * 25 *1.1

$731,732


4.5 * 546 * 10.3 / 2 * 25 $316,339


4.5 * 0 / 60 * 25 $0


34 * 99.99986017 * 15.47 /100 * 25 * 1.15

$15,122

Total Segment Cost Construction +Preservation + ROW +Culvert

$731,732 + $316,339 + $0+ $15,122

$1,063,193



Status : Original


Original Current






W CO LINE TO TH 23 Termini W CO LINE TO TH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 709557.81 / 60 * 25 *1.1

$357,735


1.1 * 2112 * 49.57 / 20 * 25 $143,951


1.1 * 32814.61 / 60 * 25 $15,040


$0 + $357,735 + $143,951+ $15,040

$516,726



Status : Original


Original Current


6 Segment Length 6




TH 23 TO CO RD 66 Termini TH 23 TO CO RD 66










RESURFACED UNDER PLAN # 67-620-010

Comments RESURFACED UNDER PLAN # 67-620-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 709557.81 / 60 * 25 * 1.1 $1,951,284


6 * 2112 * 49.57 / 20 * 25 $785,189


6 * 32814.61 / 60 * 25 $82,037


$0 + $1,951,284 + $785,189+ $82,037

$2,818,510



Status : Original


Original Current


5 Segment Length 5




CO RD 66 TO TH 75 Termini CO RD 66 TO TH 75










RESURFACED UNDER PLAN #67-620-010

Comments RESURFACED UNDER PLAN #67-620-010


Segment Override


Original Current


8.45 Milepoint 8.45




1 Number of Spans 1




Comments



Original Current


7.37 Milepoint 7.37



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


9.61 Milepoint 9.61



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 709557.81 / 60 * 25 * 1.1 $1,626,070


5 * 2112 * 49.57 / 20 * 25 $654,324


5 * 32814.61 / 60 * 25 $68,364


75.4 * 39.3 * 152 / 80 * 25 *1.15

$161,866


32 * 95.00002862 * 15.47 /100 * 25 * 1.15

$13,521


34 * 120.00026276 * 15.47 /100 * 25 * 1.15

$18,146


$0 + $1,626,070 + $654,324+ $68,364 + $161,866 +$13,521 + $18,146

$2,542,291



Status : Original


Original Current


1 Segment Length 1




TH 75 TO 1.0 MI E Termini TH 75 TO 1.0 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 709557.81 / 60 * 25 * 1.1 $325,214


1 * 2112 * 49.57 / 20 * 25 $130,865


1 * 32814.61 / 60 * 25 $13,673


$0 + $325,214 + $130,865+ $13,673

$469,752



Status : Original


Original Current






1.0 M E TO 1.6 M E OF TH 75 Termini 1.0 M E TO 1.6 M E OF TH 75












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 709557.81 / 60 * 25 *1.1

$195,128


0.6 * 2112 * 49.57 / 20 * 25 $78,519


0.6 * 32814.61 / 60 * 25 $8,204


$0 + $195,128 + $78,519 +$8,204

$281,851



Status : Original


Original Current







44 Present AADT 44









Comments


Segment Override


Original Current


4.62 Milepoint 4.62



Type of Service

Number of Spans


34 Bridge Width 34


Comments



Original Current


Milepoint





Culvert Width

Culvert Height




Comments



Original Current


1.68 Milepoint 1.68



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


2.84 Milepoint 2.84



Type of Service


8 Culvert Width 8

4 Culvert Height 4




Comments




Computation Result


5.1 * 354778.91 / 60 * 25 *1.1

$829,296


5.1 * 546 * 10.3 / 2 * 25 $358,517


5.1 * 0 / 60 * 25 $0


178.5 * 34 * 138 / 80 * 25 *1.15

$300,984


24 * 131.99985848 * 15.47 /100 * 25 * 1.15

$14,090


50 * 37.99979617 * 15.47 /100 * 25 * 1.15

$8,450


25 * 63.99999662 * 15.47 /100 * 25 * 1.15

$7,116

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

$829,296 + $358,517 + $0+ $300,984 + $14,090 +$8,450 + $7,116

$1,518,453



Status : Original


Original Current






WARREN ST, DONALDSON TOKNISS TH75

Termini WARREN ST, DONALDSON TOKNISS TH75










2012 SAP 067-622-004 RECONST


Comments 2012 SAP 067-622-004 RECONST



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2655286.16 / 60 * 25* 1.15

$292,635


0.23 * 2904 * 49.57 / 15 * 25 $55,181


0.23 * 11284.19 / 60 * 25 $1,081


$0 + $292,635 + $55,181 +$1,081

$348,897



Status : Original


Original Current






KNISS TO CEDAR ON WARREN Termini KNISS TO CEDAR ON WARREN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2655286.16 / 60 * 25* 1.15

$318,081


0.25 * 2904 * 49.57 / 15 * 25 $59,980


0.25 * 11284.19 / 60 * 25 $1,175


$0 + $318,081 + $59,980 +$1,175

$379,236



Status : Original


Original Current






WARREN TO MAIN ST ON CEDARST

Termini WARREN TO MAIN ST ON CEDARST













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 2655286.16 / 60 * 25 *1.15

$127,232


0.1 * 2904 * 49.57 / 15 * 25 $23,992


0.1 * 11284.19 / 60 * 25 $470


$35,156 + $127,232 +$23,992 + $470

$186,850



Status : Original


Original Current






ON MAIN - TH 270 TO 3RD ST Termini ON MAIN - TH 270 TO 3RD ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2655286.16 / 60 * 25* 1.15

$203,572


0.16 * 2904 * 49.57 / 15 * 25 $38,387


0.16 * 11284.19 / 60 * 25 $752


$0 + $203,572 + $38,387 +$752

$242,711



Status : Original


Original Current






ON 3RD - MAIN TO SUMMIT Termini ON 3RD - MAIN TO SUMMIT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2655286.16 / 60 * 25* 1.15

$292,635


0.23 * 2904 * 49.57 / 15 * 25 $55,181


0.23 * 11284.19 / 60 * 25 $1,081


$0 + $292,635 + $55,181 +$1,081

$348,897



Status : Original


Original Current






ON SUMMIT - 3RD ST TO 2ND ST Termini ON SUMMIT - 3RD ST TO 2ND ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2655286.16 / 60 * 25* 1.15

$101,786


0.08 * 2904 * 49.57 / 15 * 25 $19,194


0.08 * 11284.19 / 60 * 25 $376


$0 + $101,786 + $19,194 +$376

$121,356



Status : Original


Original Current






ON SUMMIT - 2ND ST TO TH 270 Termini ON SUMMIT - 2ND ST TO TH 270










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2655286.16 / 60 * 25* 1.15

$101,786


0.08 * 2904 * 49.57 / 15 * 25 $19,194


0.08 * 11284.19 / 60 * 25 $376


$0 + $101,786 + $19,194 +$376

$121,356



Status : Original


Original Current

STEEN Municipality STEEN





RAILWAY AVE TO 0.22 MI N ONMAIN ST

Termini RAILWAY AVE TO 0.22 MI N ONMAIN ST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 2655286.16 / 60 * 25* 1.15

$279,911


0.22 * 2904 * 49.57 / 15 * 25 $52,782


0.22 * 11284.19 / 60 * 25 $1,034


$0 + $279,911 + $52,782 +$1,034

$333,727



Status : Original


Original Current

STEEN Municipality STEEN





MAIN ST TO W LIMS STEEN Termini MAIN ST TO W LIMS STEEN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 709557.81 / 60 * 25 *1.1

$104,068


0.32 * 2112 * 49.57 / 20 * 25 $41,877


0.32 * 32814.61 / 60 * 25 $4,375


$0 + $104,068 + $41,877 +$4,375

$150,320



Status : Original


Original Current






W LIMS STEEN TO CSAH 11 Termini W LIMS STEEN TO CSAH 11












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 709557.81 / 60 * 25 *1.1

$32,521


0.1 * 2112 * 49.57 / 20 * 25 $13,086


0.1 * 32814.61 / 60 * 25 $1,367


$0 + $32,521 + $13,086 +$1,367

$46,974



Status : Original


Original Current






CSAH 6 TO 0.28 MI W Termini CSAH 6 TO 0.28 MI W












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 709557.81 / 60 * 25 *1.1

$91,060


0.28 * 2112 * 49.57 / 20 * 25 $36,642


0.28 * 32814.61 / 60 * 25 $3,828


$0 + $91,060 + $36,642 +$3,828

$131,530



Status : Original


Original Current






0.28 MI W CSAH 6 TO S 4TH ST Termini 0.28 MI W CSAH 6 TO S 4TH ST











OVERLAY 2010, SAP 67-625-005


OVERLAY 2010, SAP 67-625-005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 709557.81 / 60 * 25 *1.1

$87,808


0.27 * 2112 * 49.57 / 20 * 25 $35,333


0.27 * 32814.61 / 60 * 25 $3,692


$0 + $87,808 + $35,333 +$3,692

$126,833



Status : Original


Original Current






ON 4TH ST - 6TH AVE TO 1ST AVE Termini ON 4TH ST - 6TH AVE TO 1ST AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2655286.16 / 60 * 25* 1.15

$445,314


0.35 * 2904 * 49.57 / 15 * 25 $83,972


0.35 * 11284.19 / 60 * 25 $1,646


$0 + $445,314 + $83,972 +$1,646

$530,932



Status : Original


Original Current






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










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2655286.16 / 60 * 25* 1.15

$178,125


0.14 * 2904 * 49.57 / 15 * 25 $33,589


0.14 * 11284.19 / 60 * 25 $658


$0 + $178,125 + $33,589 +$658

$212,372



Status : Original


Original Current






ON 2ND ST - 1ST AVE TO CSAH 4 Termini ON 2ND ST - 1ST AVE TO CSAH 4













Segment Override


Status: Original

Original Current


185816U USDOT Number 185816U


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2655286.16 / 60 * 25* 1.15

$50,893


0.04 * 2904 * 49.57 / 15 * 25 $9,597


0.04 * 11284.19 / 60 * 25 $188


1500 / 25 * 25 $1,500


30 * 1350 / 25 * 25 $40,500


$0 + $50,893 + $9,597 +$188 + $1,500 + $40,500

$102,678



Status : Original


Original Current






ON WARREN - CSAH 4 TO 180 FTEAST

Termini ON WARREN - CSAH 4 TO 180 FTEAST










2012 SAP 067-626-007 RECONST Comments 2012 SAP 067-626-007 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.03 * 2655286.16 / 60 * 25* 1.15

$38,170


0.03 * 2904 * 49.57 / 15 * 25 $7,198


0.03 * 11284.19 / 60 * 25 $141


$0 + $38,170 + $7,198 +$141

$45,509



Status : Original


Original Current






ON WARREN - 180 FT E CSAH 4 TODAVIDSON

Termini ON WARREN - 180 FT E CSAH 4 TODAVIDSON










2012 SAP 067-626-007 RECONST Comments 2012 SAP 067-626-007 RECONST


Segment Override


Original Current


0.03 Milepoint 0.03



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2655286.16 / 60 * 25* 1.15

$50,893


0.04 * 2904 * 49.57 / 15 * 25 $9,597


0.04 * 11284.19 / 60 * 25 $188


60 * 60.00013138 * 15.47 /100 * 25 * 1.15

$16,011


$0 + $50,893 + $9,597 +$188 + $16,011

$76,689



Status : Original


Original Current






ON WARREN - DAVIDSON TODONALDSON

Termini ON WARREN - DAVIDSON TODONALDSON










2012 SAP 067-626-007 RECONST


Comments 2012 SAP 067-626-007 RECONST



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 2655286.16 / 60 * 25* 1.15

$216,295


0.17 * 2904 * 49.57 / 15 * 25 $40,786


0.17 * 11284.19 / 60 * 25 $799


$0 + $216,295 + $40,786 +$799

$257,880



Status : Original


Original Current






ON DONALDSON - WARREN TOEDGEHILL

Termini ON DONALDSON - WARREN TOEDGEHILL













Segment Override


Original Current


0.37 Milepoint 0.37



Type of Service


8 Culvert Width 8

4 Culvert Height 4




Comments



Status: Original

Original Current


185804A USDOT Number 185804A


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2655286.16 / 60 * 25* 1.15

$241,742


0.19 * 2904 * 49.57 / 15 * 25 $45,585


0.19 * 11284.19 / 60 * 25 $893


56 * 63.99999662 * 15.47 /100 * 25 * 1.15

$15,940


1500 / 25 * 25 $1,500


37 * 1350 / 25 * 25 $49,950

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

$0 + $241,742 + $45,585 +$893 + $15,940 + $1,500 +$49,950

$355,610



Status : Original


Original Current






ON EDGEHILL - DONALDSON TOTH 75

Termini ON EDGEHILL - DONALDSON TOTH 75













Segment Override


Original Current




Feature Crossed

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2655286.16 / 60 * 25* 1.15

$267,188


0.21 * 2904 * 49.57 / 15 * 25 $50,383


0.21 * 11284.19 / 60 * 25 $987


65 * 71.9997271 * 15.47 /100 * 25 * 1.15

$20,815


$0 + $267,188 + $50,383 +$987 + $20,815

$339,373



Status : Original


Original Current






CSAH 4 TO STATE ST &BROADWAY

Termini CSAH 4 TO STATE ST &BROADWAY













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2655286.16 / 60 * 25* 1.15

$89,063


0.07 * 2904 * 49.57 / 15 * 25 $16,794


0.07 * 11284.19 / 60 * 25 $329


$0 + $89,063 + $16,794 +$329

$106,186



Status : Original


Original Current






BROADWAY & STATE TO CSAH 4 Termini BROADWAY & STATE TO CSAH 4













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 709557.81 / 60 * 25 *1.1

$120,329


0.37 * 2112 * 49.57 / 20 * 25 $48,420


0.37 * 32814.61 / 60 * 25 $5,059


$0 + $120,329 + $48,420 +$5,059

$173,808



Status : Original


Original Current






RR TR TO ROSS ST IN HARWICK Termini RR TR TO ROSS ST IN HARWICK













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2655286.16 / 60 * 25* 1.15

$190,849


0.15 * 2904 * 49.57 / 15 * 25 $35,988


0.15 * 11284.19 / 60 * 25 $705


$0 + $190,849 + $35,988 +$705

$227,542



Status : Original


Original Current






SUMMIT ST BETWEEN FIRST &MAIN

Termini SUMMIT ST BETWEEN FIRST &MAIN













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2655286.16 / 60 * 25* 1.15

$89,063


0.07 * 2904 * 49.57 / 15 * 25 $16,794


0.07 * 11284.19 / 60 * 25 $329


$0 + $89,063 + $16,794 +$329

$106,186



Status : Original


Original Current






ROSS ST BETWEEN FIRST & MAIN Termini ROSS ST BETWEEN FIRST & MAIN













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2655286.16 / 60 * 25* 1.15

$89,063


0.07 * 2904 * 49.57 / 15 * 25 $16,794


0.07 * 11284.19 / 60 * 25 $329


$0 + $89,063 + $16,794 +$329

$106,186



Status : Original


Original Current






KNISS AVE TO ESTEY ST ONBARCK AVE

Termini KNISS AVE TO ESTEY ST ONBARCK AVE











2014 SAP 067-630-002 URBANRECONDITION, M&OL


Comments 2014 SAP 067-630-002 URBANRECONDITION, M&OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2655286.16 / 60 * 25* 1.15

$114,509


0.09 * 2904 * 49.57 / 15 * 25 $21,593


0.09 * 11284.19 / 60 * 25 $423


$0 + $114,509 + $21,593 +$423

$136,525



Status : Original


Original Current






ESTEY ST TO FREEMAN AVE ONBARCK AVE

Termini ESTEY ST TO FREEMAN AVE ONBARCK AVE
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2655286.16 / 60 * 25* 1.15

$76,339


0.06 * 2904 * 49.57 / 15 * 25 $14,395


0.06 * 11284.19 / 60 * 25 $282


$0 + $76,339 + $14,395 +$282

$91,016



Status : Original


Original Current






FREEMAN AVE TO BLUE MOUNDAVE ON BARCK AVE

Termini FREEMAN AVE TO BLUE MOUNDAVE ON BARCK AVE
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.33 * 2655286.16 / 60 * 25* 1.15

$419,867


0.33 * 2904 * 49.57 / 15 * 25 $79,173


0.33 * 11284.19 / 60 * 25 $1,552


$0 + $419,867 + $79,173 +$1,552

$500,592



Status : Original


Original Current






DODGE ST-US HWY 75 TO CSAH18 (BLUE MOUND AVENUE)

Termini DODGE ST-US HWY 75 TO CSAH18 (BLUE MOUND AVENUE)











2009 CC SAP67-631-003 & 004 Comments 2009 CC SAP67-631-003 & 004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 2655286.16 / 60 * 25* 1.15

$610,716


0.48 * 2904 * 49.57 / 15 * 25 $115,161


0.48 * 11284.19 / 60 * 25 $2,257


$0 + $610,716 + $115,161+ $2,257

$728,134



Status : Original


Original Current






LUVERNE ST - KNISS AV TOCEDAR ST

Termini LUVERNE ST - KNISS AV TOCEDAR ST











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2655286.16 / 60 * 25* 1.15

$292,635


0.23 * 2904 * 49.57 / 15 * 25 $55,181


0.23 * 11284.19 / 60 * 25 $1,081


$0 + $292,635 + $55,181 +$1,081

$348,897



Status : Original


Original Current






CEDAR ST TO BLUE MOUND AVEON LUVERNE

Termini CEDAR ST TO BLUE MOUND AVEON LUVERNE














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2655286.16 / 60 * 25* 1.15

$292,635


0.23 * 2904 * 49.57 / 15 * 25 $55,181


0.23 * 11284.19 / 60 * 25 $1,081


$0 + $292,635 + $55,181 +$1,081

$348,897



Status : Original


Original Current






LINCOLN ST - CEDAR ST TOMCKENZIE ST

Termini LINCOLN ST - CEDAR ST TOMCKENZIE ST











RESURFACED IN 2001: MILL1 1/2",1 1/2" WEAR (2350)


Comments RESURFACED IN 2001: MILL1 1/2",1 1/2" WEAR (2350)



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2655286.16 / 60 * 25* 1.15

$76,339


0.06 * 2904 * 49.57 / 15 * 25 $14,395


0.06 * 11284.19 / 60 * 25 $282


$0 + $76,339 + $14,395 +$282

$91,016



Status : Original


Original Current






LINCOLN ST - MCKENZIE ST TOBLUE MOUND AVENUE

Termini LINCOLN ST - MCKENZIE ST TOBLUE MOUND AVENUE











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 2655286.16 / 60 * 25* 1.15

$216,295


0.17 * 2904 * 49.57 / 15 * 25 $40,786


0.17 * 11284.19 / 60 * 25 $799


$0 + $216,295 + $40,786 +$799

$257,880



Status : Original


Original Current






WARREN ST - CEDAR ST TO BLUEMOUND AV

Termini WARREN ST - CEDAR ST TO BLUEMOUND AV














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2655286.16 / 60 * 25* 1.15

$305,358


0.24 * 2904 * 49.57 / 15 * 25 $57,581


0.24 * 11284.19 / 60 * 25 $1,128


$0 + $305,358 + $57,581 +$1,128

$364,067



Status : Original


Original Current






CEDAR ST - MAIN ST TO LINCOLNST

Termini CEDAR ST - MAIN ST TO LINCOLNST














Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.07 * 2655286.16 / 60 * 25* 1.15

$89,063


0.07 * 2904 * 49.57 / 15 * 25 $16,794


0.07 * 11284.19 / 60 * 25 $329


$35,156 + $89,063 +$16,794 + $329

$141,342



Status : Original


Original Current






CEDAR ST - LINCOLN ST TOBROWN ST

Termini CEDAR ST - LINCOLN ST TOBROWN ST











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2655286.16 / 60 * 25* 1.15

$178,125


0.14 * 2904 * 49.57 / 15 * 25 $33,589


0.14 * 11284.19 / 60 * 25 $658


$0 + $178,125 + $33,589 +$658

$212,372



Status : Original


Original Current






CEDAR ST - BROWN ST TOBARCK ST

Termini CEDAR ST - BROWN ST TOBARCK ST











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 2655286.16 / 60 * 25* 1.15

$496,207


0.39 * 2904 * 49.57 / 15 * 25 $93,568


0.39 * 11284.19 / 60 * 25 $1,834


$0 + $496,207 + $93,568 +$1,834

$591,609



Status : Original


Original Current






BLUE MOUND AV - WARREN STTO MAIN ST

Termini BLUE MOUND AV - WARREN STTO MAIN ST














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2655286.16 / 60 * 25 *1.15

$127,232


0.1 * 2904 * 49.57 / 15 * 25 $23,992


0.1 * 11284.19 / 60 * 25 $470


$0 + $127,232 + $23,992 +$470

$151,694



Status : Original


Original Current






FROM US HWY 75 TO CSAH 18 Termini FROM US HWY 75 TO CSAH 18










RECONSTRUCTED UNDER SAP67-637-001

ROCK COUNTY MADE CO RD 37 ACSAH IN 2003

Comments RECONSTRUCTED UNDER SAP67-637-001

ROCK COUNTY MADE CO RD 37 ACSAH IN 2003


Segment Override


Original Current


0.33 Milepoint 0.33





12 Culvert Width 12

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 709557.81 / 60 * 25 *1.1

$162,607


0.5 * 2112 * 49.57 / 20 * 25 $65,432


0.5 * 32814.61 / 60 * 25 $6,836


78 * 120.00026276 * 15.47 /100 * 25 * 1.15

$41,630


$0 + $162,607 + $65,432 +$6,836 + $41,630

$276,505

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : ROCK Segment Nbr :...

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Transcript of SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : ROCK Segment Nbr :...