SANEEDS - CSAH - Segment Report Roadway Segment … · 2014 SAP 068-602-038 M&OL Comments 2014 SAP...

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : ROSEAU Segment Nbr : 068-602-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.3 Segment Length 6.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 7 TO CR 139 Termini CSAH 7 TO CR 139

402 Present AADT 363

2012 Year of Count 2016

1.2 Projection Factor 1.1

402 Projected Traffic 363

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 068-602-038 M&OL Comments 2014 SAP 068-602-038 M&OL

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

6.3 * 422104.65 / 60 * 25 *1.1

$1,218,827

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.3 * 2112 * 48.32 / 20 * 25 $803,658

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.3 * 5716.27 / 60 * 25 $15,005

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,218,827 + $803,658+ $15,005

$2,037,490



Status : Original


Original Current


1 Segment Length 1




CR 139 TO W LIM BADGER Termini CR 139 TO W LIM BADGER












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 422104.65 / 60 * 25 * 1.1 $193,465


1 * 2112 * 48.32 / 20 * 25 $127,565


1 * 5716.27 / 60 * 25 $2,382


$0 + $193,465 + $127,565+ $2,382

$323,412



Status : Original


Original Current

BADGER Municipality BADGER





W LIM BADGER TO 0.5 MI E Termini W LIM BADGER TO 0.5 MI E












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Original


Original Current






0.5 MI E OF W LIM TO E LIMBADGER

Termini 0.5 MI E OF W LIM TO E LIMBADGER












Segment Override

Culvert Information Status: Original

Original Current

88314 Structure Number 88314

8.3 Milepoint 8.3

1960 Year Built 1960

BADGER CREEK Feature Crossed BADGER CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

11 Culvert Width 11

7 Culvert Height 7

72 Culvert Length 72

58.00019876 Area of Waterway Opening 58.00019876

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

RailRoadCrossingInformation

Status: Original

Original Current

MINNESOTA NORTHERNRAILROAD, INC.

RailRoad Name MINNESOTA NORTHERNRAILROAD, INC.

062370Y USDOT Number 062370Y

0.1 Located at Milepoint 0.1

2 Mainline Tracks 2

SIGNS ONLY Protection Type SIGNS ONLY

1900 Last Year Protection Upgraded 1900

36 Crossing Length 36

2014 Last Year Surfaced 2014

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 422104.65 / 60 * 25 *1.1

$98,667


0.51 * 2112 * 48.32 / 20 * 25 $65,058


0.51 * 5716.27 / 60 * 25 $1,215

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

72 * 58.00019876 * 15.47 /100 * 25 * 1.15

$18,573

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

36 * 1350 / 25 * 25 $48,600

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

$0 + $98,667 + $65,058 +$1,215 + $18,573 + $1,500+ $48,600

$233,613



Status : Original


Original Current






E LIM BADGER TO CSAH 37 Termini E LIM BADGER TO CSAH 37










2012 SAP 068-602-039SEALCOATING

RESURFACED UNDER PLAN #68-602-035

Comments 2012 SAP 068-602-039SEALCOATING

RESURFACED UNDER PLAN #68-602-035


Segment Override


Original Current


8.53 Milepoint 8.53


STREAM Feature Crossed STREAM

Type of Service


6.08 Culvert Width 6.08

4.6 Culvert Height 4.6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 422104.65 / 60 * 25 *1.1

$425,622


2.2 * 2112 * 48.32 / 20 * 25 $280,643


2.2 * 5716.27 / 60 * 25 $5,240


68 * 43.99959403 * 15.47 /100 * 25 * 1.15

$13,307

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

$0 + $425,622 + $280,643+ $5,240 + $13,307

$724,812



Status : Original


Original Current


9 Segment Length 9




CSAH 37 TO TH 89 Termini CSAH 37 TO TH 89










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


9 * 422104.65 / 60 * 25 * 1.1 $1,741,182


9 * 2112 * 48.32 / 20 * 25 $1,148,083


9 * 5716.27 / 60 * 25 $21,436


$0 + $1,741,182 +$1,148,083 + $21,436

$2,910,701



Status : Original


Original Current



BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



TH 89 TO CSAH 9 Termini TH 89 TO CSAH 9










2013 SP 068-602-042 SEALCOAT

REGRADED AND RESURFACEDUNDER PLAN #SAP 68-602-034 (APORTION) 2006

REMAINING SURFACING UNDERPLAN

SAP 68-602-37, 2007

Comments 2013 SP 068-602-042 SEALCOAT

REGRADED AND RESURFACEDUNDER PLAN #SAP 68-602-034 (APORTION) 2006

REMAINING SURFACING UNDERPLAN

SAP 68-602-37, 2007


Segment Override

Bridge Information Status: Original

Original Current


21.27 Milepoint 21.27


S FK ROSEAU RIVER Feature Crossed S FK ROSEAU RIVER


1 Number of Spans 1

80.9 Bridge Length 80.9

44 Bridge Width 44


Comments

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


Original Current




ROSEAU RIVER Feature Crossed ROSEAU RIVER


1 Number of Spans 1

88 Bridge Length 88

43.25 Bridge Width 43.25


Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.3 * 422104.65 / 60 * 25 *1.1

$1,412,292


7.3 * 2112 * 48.32 / 20 * 25 $931,223


7.3 * 5716.27 / 60 * 25 $17,387

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

80.9 * 44 * 152 / 80 * 25 *1.15

$194,443


88 * 43.25 * 152 / 80 * 25 *1.15

$207,903

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

$0 + $1,412,292 + $931,223+ $17,387 + $194,443 +$207,903

$2,763,248



Status : Revised


Original Current


3 Segment Length 3




CSAH 9 TO CSAH 13 Termini CSAH 9 TO CSAH 13










2016 SAP 068-602-044 OL Comments 2016 SAP 068-602-044 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 422104.65 / 60 * 25 * 1.1 $580,394


3 * 2112 * 48.32 / 20 * 25 $382,694


3 * 5716.27 / 60 * 25 $7,145


$0 + $580,394 + $382,694+ $7,145

$970,233



Status : Revised


Original Current


10 Segment Length 10
















Segment Override


Original Current




HAY CREEK Feature Crossed HAY CREEK


3 Number of Spans 3




Comments



Original Current




W Br. Warroad River Feature Crossed W Br. Warroad River


3 Number of Spans 3




Comments



Original Current

68J30 Structure Number 68J30



W Br Clausner Creek Feature Crossed W Br Clausner Creek



10 Culvert Width 10

6 Culvert Height 6


60 Area of Waterway Opening 60


Comments




Computation Result


0 * 56250 / 40 * 25 $0


10 * 422104.65 / 60 * 25 *1.1

$1,934,646


10 * 2112 * 48.32 / 20 * 25 $1,275,648


10 * 5716.27 / 60 * 25 $23,818


75.2 * 32.2 * 152 / 80 * 25 *1.15

$132,271


93.2 * 32.2 * 152 / 80 * 25 *1.15

$163,932


58 * 60 * 15.47 / 100 * 25 *1.15

$15,478

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

$0 + $1,934,646 +$1,275,648 + $23,818 +$132,271 + $163,932 +$15,478

$3,545,793



Status : Original


Original Current
















2014 SP 068-602-041 ARCHCULVERT REHAB

Comments 2014 SP 068-602-041 ARCHCULVERT REHAB


Segment Override


Original Current




E BR WARROAD RIVER Feature Crossed E BR WARROAD RIVER








Comments



Original Current




CO DITCH # 10 Feature Crossed CO DITCH # 10



12 Culvert Width 12

8 Culvert Height 8




2014 SP 068-602-041 ARCHCULVERT REHAB

Comments 2014 SP 068-602-041 ARCHCULVERT REHAB



Status: Original

Original Current

CANADIAN NATIONAL RAILWAY RailRoad Name CANADIAN NATIONAL RAILWAY

312218G USDOT Number 312218G


2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES





Comments



Computation Result


0 * 56250 / 40 * 25 $0


9.9 * 422104.65 / 60 * 25 *1.1

$1,915,300


9.9 * 2112 * 48.32 / 20 * 25 $1,262,892


9.9 * 5716.27 / 60 * 25 $23,580


65 * 198 * 15.47 / 100 * 25 *1.15

$57,241


74 * 66 * 15.47 / 100 * 25 *1.15

$21,722


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000

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

$0 + $1,915,300 +$1,262,892 + $23,580 +$57,241 + $21,722 +$325,000 + $54,000

$3,659,735



Status : Original


Original Current






S ROSEAU CO LINE TO 0.2 MI N Termini S ROSEAU CO LINE TO 0.2 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 422104.65 / 60 * 25 *1.1

$38,693


0.2 * 2112 * 48.32 / 20 * 25 $25,513


0.2 * 5716.27 / 60 * 25 $476


$0 + $38,693 + $25,513 +$476

$64,682



Status : Original


Original Current






0.2 MI N OF S CO LINE TO CSAH 38 Termini 0.2 MI N OF S CO LINE TO CSAH 38










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 422104.65 / 60 * 25 *1.1

$328,890


1.7 * 2112 * 48.32 / 20 * 25 $216,860


1.7 * 5716.27 / 60 * 25 $4,049


$0 + $328,890 + $216,860+ $4,049

$549,799



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 422104.65 / 60 * 25 *1.1

$425,622


2.2 * 2112 * 48.32 / 20 * 25 $280,643


2.2 * 5716.27 / 60 * 25 $5,240


$0 + $425,622 + $280,643+ $5,240

$711,505



Status : Original


Original Current






CSAH 6 TO S JCT CSAH 8 Termini CSAH 6 TO S JCT CSAH 8










2012 SP 068-603-022 BIT.OVERLAY

Comments 2012 SP 068-603-022 BIT.OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 422104.65 / 60 * 25 *1.1

$348,236


1.8 * 2112 * 48.32 / 20 * 25 $229,617


1.8 * 5716.27 / 60 * 25 $4,287


$0 + $348,236 + $229,617+ $4,287

$582,140



Status : Original


Original Current






S JCT CSAH 8 TO CSAH 4 Termini S JCT CSAH 8 TO CSAH 4










2012 SP 068-603-022 BIT.OVERLAY

Comments 2012 SP 068-603-022 BIT.OVERLAY


Segment Override


Original Current


9.99 Milepoint 9.99


STATE DITCH # 91,LAT 4 Feature Crossed STATE DITCH # 91,LAT 4


1 Number of Spans 1




Comments



Original Current


7.8 Milepoint 7.8


State Ditch 91 Feature Crossed State Ditch 91


1 Number of Spans 1

25 Bridge Length 25



Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.1 * 422104.65 / 60 * 25 *1.1

$1,373,599


7.1 * 2112 * 48.32 / 20 * 25 $905,710


7.1 * 5716.27 / 60 * 25 $16,911


25.1 * 31.5 * 152 / 80 * 25 *1.15

$43,189


25 * 31.5 * 152 / 80 * 25 *1.15

$43,017


$0 + $1,373,599 + $905,710+ $16,911 + $43,189 +$43,017

$2,382,426



Status : Original


Original Current






CSAH 4 TO S LIM BADGER Termini CSAH 4 TO S LIM BADGER













Segment Override


Original Current


13.3 Milepoint 13.3


State Dt 91 Feature Crossed State Dt 91








Comments



Original Current


16.5 Milepoint 16.5


State Dt 91 Feature Crossed State Dt 91



7 Culvert Width 7





Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 422104.65 / 60 * 25 *1.1

$1,025,363


5.3 * 2112 * 48.32 / 20 * 25 $676,093


5.3 * 5716.27 / 60 * 25 $12,623


66 * 70 * 15.47 / 100 * 25 *1.15

$20,548


66 * 56 * 15.47 / 100 * 25 *1.15

$16,438

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

$0 + $1,025,363 + $676,093+ $12,623 + $20,548 +$16,438

$1,751,065



Status : Original


Original Current






S LIM BADGER TO CSAH 2 Termini S LIM BADGER TO CSAH 2













Segment Override


Original Current


18.1 Milepoint 18.1


County Ditch 5 Feature Crossed County Ditch 5








Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


70 * 76 * 15.47 / 100 * 25 *1.15

$23,661


$0 + $96,732 + $63,782 +$1,191 + $23,661

$185,366



Status : Original


Original Current
















2014 SAP 068-603-025 M&OLOVERLAY

Comments 2014 SAP 068-603-025 M&OLOVERLAY


Segment Override


Original Current


26.5 Milepoint 26.5




3 Number of Spans 3


26 Bridge Width 26


Comments

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


Original Current


19.1 Milepoint 19.1





12 Culvert Width 12

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.8 * 422104.65 / 60 * 25 *1.1

$1,509,024


7.8 * 2112 * 48.32 / 20 * 25 $995,005


7.8 * 5716.27 / 60 * 25 $18,578


161.5 * 26 * 138 / 80 * 25 *1.15

$208,244


58 * 60.00013138 * 15.47 /100 * 25 * 1.15

$15,478

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

$0 + $1,509,024 + $995,005+ $18,578 + $208,244 +$15,478

$2,746,329



Status : Original


Original Current


1 Segment Length 1




CSAH 10 TO CO RD 112 Termini CSAH 10 TO CO RD 112

153 Present AADT 94









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 422104.65 / 60 * 25 * 1.1 $193,465


1 * 2112 * 48.32 / 20 * 25 $127,565


1 * 5716.27 / 60 * 25 $2,382


$0 + $193,465 + $127,565+ $2,382

$323,412



Status : Original


Original Current






CO RD 112 TO TH 89 Termini CO RD 112 TO TH 89

153 Present AADT 94









Comments


Segment Override


Original Current


30.1 Milepoint 30.1





7 Culvert Width 7





Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.8 * 422104.65 / 60 * 25 *1.1

$1,315,559


6.8 * 2112 * 48.32 / 20 * 25 $867,441


6.8 * 5716.27 / 60 * 25 $16,196


80 * 56 * 15.47 / 100 * 25 *1.15

$19,925


$0 + $1,315,559 + $867,441+ $16,196 + $19,925

$2,219,121



Status : Revised


Original Current






W COUNTY LINE TO W LIMSGREENBUSH

Termini W COUNTY LINE TO W LIMSGREENBUSH










2016 SP 068-604-028 OL Comments 2016 SP 068-604-028 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


8.8 * 422104.65 / 60 * 25 *1.1

$1,702,489


8.8 * 2112 * 48.32 / 20 * 25 $1,122,570


8.8 * 5716.27 / 60 * 25 $20,960


$0 + $1,702,489 +$1,122,570 + $20,960

$2,846,019



Status : Revised


Original Current

GREENBUSH Municipality GREENBUSH





W LIMS GREENBUSH TO CSAH 7 Termini W LIMS GREENBUSH TO CSAH 7












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Revised


Original Current






CSAH 7 TO TH 11 AT E LIMSGREENBUSH

Termini CSAH 7 TO TH 11 AT E LIMSGREENBUSH












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Revised


Original Current






TH 11 AT E LIM GREENBUSH TOCSAH 3

Termini TH 11 AT E LIM GREENBUSH TOCSAH 3












Segment Override


Original Current




S BR TWO RIVERS Feature Crossed S BR TWO RIVERS


3 Number of Spans 3




Comments



Original Current







10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


8.1 * 422104.65 / 60 * 25 *1.1

$1,567,064


8.1 * 2112 * 48.32 / 20 * 25 $1,033,275


8.1 * 5716.27 / 60 * 25 $19,292


72.2 * 31.5 * 152 / 80 * 25 *1.15

$124,234


40 * 60.00013138 * 15.47 /100 * 25 * 1.15

$10,674


$0 + $1,567,064 +$1,033,275 + $19,292 +$124,234 + $10,674

$2,754,539



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


13.5 * 422104.65 / 60 * 25 *1.1

$2,611,773


13.5 * 2112 * 48.32 / 20 * 25 $1,722,125


13.5 * 5716.27 / 60 * 25 $32,154


$0 + $2,611,773 +$1,722,125 + $32,154

$4,366,052



Status : Original


Original Current


6 Segment Length 6














Comments


Segment Override


Original Current




CO DITCH # 21, LAT #1 Feature Crossed CO DITCH # 21, LAT #1



12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6 * 422104.65 / 60 * 25 * 1.1 $1,160,788


6 * 2112 * 48.32 / 20 * 25 $765,389


6 * 5716.27 / 60 * 25 $14,291


54 * 168 * 15.47 / 100 * 25 *1.15

$40,349


$0 + $1,160,788 + $765,389+ $14,291 + $40,349

$1,980,817



Status : Original


Original Current


2 Segment Length 2




CSAH 9 TO W LIM BELTRAMIISLAND FOREST

Termini CSAH 9 TO W LIM BELTRAMIISLAND FOREST










Comments


Segment Override


Original Current






3 Number of Spans 3




Comments



Original Current












Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


93.3 * 31.7 * 152 / 80 * 25 *1.15

$161,559


50 * 66 * 15.47 / 100 * 25 *1.15

$14,677


$0 + $386,929 + $255,130+ $4,764 + $161,559 +$14,677

$823,059



Status : Original


Original Current






W LIMS BELTRAMI FOREST TOPARKING AT HAYES LAKE STPARK

Termini W LIMS BELTRAMI FOREST TOPARKING AT HAYES LAKE STPARK










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 422104.65 / 60 * 25 *1.1

$328,890


1.7 * 2112 * 48.32 / 20 * 25 $216,860


1.7 * 5716.27 / 60 * 25 $4,049


$0 + $328,890 + $216,860+ $4,049

$549,799



Status : Revised


Original Current






CLEAR RIVER STATION TO CSAH2

Termini CLEAR RIVER STATION TO CSAH2










2016 SAP 068-030-003 SEALCOAT Comments 2016 SAP 068-030-003 SEALCOAT


Segment Override


Original Current


0.83 Milepoint 0.83


W BR WARROAD RIVER Feature Crossed W BR WARROAD RIVER


3 Number of Spans 3




Comments



Original Current


3.01 Milepoint 3.01


Clausner Creek Feature Crossed Clausner Creek








Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 422104.65 / 60 * 25 *1.1

$696,473


3.6 * 2112 * 48.32 / 20 * 25 $459,233


3.6 * 5716.27 / 60 * 25 $8,574


57.2 * 31.6 * 152 / 80 * 25 *1.15

$98,736


43 * 67 * 15.47 / 100 * 25 *1.15

$12,814


$0 + $696,473 + $459,233+ $8,574 + $98,736 +$12,814

$1,275,830



Status : Revised


Original Current


3 Segment Length 3
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 422104.65 / 60 * 25 * 1.1 $580,394


3 * 2112 * 48.32 / 20 * 25 $382,694


3 * 5716.27 / 60 * 25 $7,145


$0 + $580,394 + $382,694+ $7,145

$970,233



Status : Revised


Original Current


5 Segment Length 5




CSAH 12 TO S LIM WARROAD Termini CSAH 12 TO S LIM WARROAD










2016 SAP 068-030-003 SEALCOAT

2013 SP 068-605-009 ER REPAIR

THE SECTION FROM .2 MI. SOUTHOF THE CITY LIMITS TO THE CITYLIMITS COULD BE CHANGED TOAN URBAN DESIGN AFTER 10YEARS AT THE DISCRETION OFTHE COUNTY ENGINEER WITHDSAE APPROVAL.

Comments 2016 SAP 068-030-003 SEALCOAT

2013 SP 068-605-009 ER REPAIR

THE SECTION FROM .2 MI. SOUTHOF THE CITY LIMITS TO THE CITYLIMITS COULD BE CHANGED TOAN URBAN DESIGN AFTER 10YEARS AT THE DISCRETION OFTHE COUNTY ENGINEER WITHDSAE APPROVAL.


Segment Override


Original Current






3 Number of Spans 3




Comments



Original Current


7.23 Milepoint 7.23


BULLDOG RUN RIVER Feature Crossed BULLDOG RUN RIVER








Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 422104.65 / 60 * 25 * 1.1 $967,323


5 * 2112 * 48.32 / 20 * 25 $637,824


5 * 5716.27 / 60 * 25 $11,909


69.2 * 31.6 * 152 / 80 * 25 *1.15

$119,450


82 * 51.00043459 * 15.47 /100 * 25 * 1.15

$18,600


$0 + $967,323 + $637,824+ $11,909 + $119,450 +$18,600

$1,755,106



Status : Revised


Original Current

WARROAD Municipality WARROAD





SO LIM WARROAD TO TH 11 Termini SO LIM WARROAD TO TH 11










2016 SAP 068-030-003 SEALCOAT

THIS SECTION MAY BE REVISEDTO AN URBAN DESIGN AFTER 10YEARS AT THE DISCRETION OFTHE COUNTY ENGINEER ANDAPPROVAL OF THE DSAE.


THIS SECTION MAY BE REVISEDTO AN URBAN DESIGN AFTER 10YEARS AT THE DISCRETION OFTHE COUNTY ENGINEER ANDAPPROVAL OF THE DSAE.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 422104.65 / 60 * 25 *1.1

$7,739


0.04 * 2112 * 48.32 / 20 * 25 $5,103


0.04 * 5716.27 / 60 * 25 $95


$0 + $7,739 + $5,103 + $95 $12,937



Status : Original


Original Current


10 Segment Length 10




W ROSEAU CO LINE TO TH 32 Termini W ROSEAU CO LINE TO TH 32










2014 SAP 068-606-012 SEALCOAT

SP 68-606-010, 2007 BIT OVERLAY


SP 68-606-010, 2007 BIT OVERLAY


Segment Override


Status: Original

Original Current



062328A USDOT Number 062328A


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


10 * 422104.65 / 60 * 25 *1.1

$1,934,646


10 * 2112 * 48.32 / 20 * 25 $1,275,648


10 * 5716.27 / 60 * 25 $23,818


1500 / 25 * 25 $1,500


40 * 1350 / 25 * 25 $54,000

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

$0 + $1,934,646 +$1,275,648 + $23,818 +$1,500 + $54,000

$3,289,612



Status : Original


Original Current


8 Segment Length 8














2012 SP 068-606-011 BIT OVERLAY Comments 2012 SP 068-606-011 BIT OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


8 * 422104.65 / 60 * 25 * 1.1 $1,547,717


8 * 2112 * 48.32 / 20 * 25 $1,020,518


8 * 5716.27 / 60 * 25 $19,054


$0 + $1,547,717 +$1,020,518 + $19,054

$2,587,289



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF



ON KITTSON ROSEAU CO LINE TO1.5 MI SO

Termini ON KITTSON ROSEAU CO LINE TO1.5 MI SO










Comments


Segment Override



Computation Result


1.5 * 211052.33 / 60 * 25 *1.1

$145,098


1.5 * 546 * 10.3 / 2 * 25 $105,446


1.5 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$145,098 + $105,446 + $0 $250,544



Status : Original


Original Current


3 Segment Length 3




1.5 MI TO 4.5 MI SO ON CO LINE Termini 1.5 MI TO 4.5 MI SO ON CO LINE










Comments


Segment Override



Computation Result


3 * 211052.33 / 60 * 25 * 1.1 $290,197


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$290,197 + $210,893 + $0 $501,090



Status : Original


Original Current


2 Segment Length 2




W CO LINE TO 2.0 MI E Termini W CO LINE TO 2.0 MI E










Comments


Segment Override



Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


$193,465 + $140,595 + $0 $334,060



Status : Original


Original Current






2.0 MILES E OF W CO LINE TO 4.5M E OF W CO LINE

Termini 2.0 MILES E OF W CO LINE TO 4.5M E OF W CO LINE










Comments


Segment Override



Computation Result


2.5 * 211052.33 / 60 * 25 *1.1

$241,831


2.5 * 546 * 10.3 / 2 * 25 $175,744


2.5 * 0 / 60 * 25 $0


$241,831 + $175,744 + $0 $417,575



Status : Original


Original Current






4.5 M E TO 4.8 M E OF W CO LINE Termini 4.5 M E TO 4.8 M E OF W CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 422104.65 / 60 * 25 *1.1

$58,039


0.3 * 2112 * 48.32 / 20 * 25 $38,269


0.3 * 5716.27 / 60 * 25 $715


$0 + $58,039 + $38,269 +$715

$97,023



Status : Original


Original Current






4.8 MILES E OF W CO LINE TO CORD 103

Termini 4.8 MILES E OF W CO LINE TO CORD 103










Comments


Segment Override



Computation Result


3.2 * 211052.33 / 60 * 25 *1.1

$309,543


3.2 * 546 * 10.3 / 2 * 25 $224,952


3.2 * 0 / 60 * 25 $0


$309,543 + $224,952 + $0 $534,495



Status : Original


Original Current


2 Segment Length 2




CO RD 103 TO CSAH 10 Termini CO RD 103 TO CSAH 10










Comments


Segment Override



Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


$193,465 + $140,595 + $0 $334,060



Status : Original


Original Current


2 Segment Length 2














RESURF UNDER SAP 68-607-014 Comments RESURF UNDER SAP 68-607-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


$0 + $386,929 + $255,130+ $4,764

$646,823



Status : Original


Original Current


7 Segment Length 7




CSAH 26 TO N LIM GREENBUSH Termini CSAH 26 TO N LIM GREENBUSH












Segment Override


Original Current


7.73 Milepoint 7.73




1 Number of Spans 1

31 Bridge Length 31



Comments




Computation Result


0 * 56250 / 40 * 25 $0


7 * 422104.65 / 60 * 25 * 1.1 $1,354,252


7 * 2112 * 48.32 / 20 * 25 $892,954


7 * 5716.27 / 60 * 25 $16,672


31 * 31.6 * 152 / 80 * 25 *1.15

$53,511

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

$0 + $1,354,252 + $892,954+ $16,672 + $53,511

$2,317,389



Status : Original


Original Current






N LIM GREENBUSH TO CSAH 4 Termini N LIM GREENBUSH TO CSAH 4












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 422104.65 / 60 * 25 *1.1

$174,118


0.9 * 2112 * 48.32 / 20 * 25 $114,808


0.9 * 5716.27 / 60 * 25 $2,144


$0 + $174,118 + $114,808+ $2,144

$291,070



Status : Revised


Original Current






CSAH 4 TO JOHNSON AV Termini CSAH 4 TO JOHNSON AV





URBAN Design Type URBAN

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




2016 SAP 068-607-018 M&OL

RESURF UNDER SAP 68-607-014

Comments 2016 SAP 068-607-018 M&OL

RESURF UNDER SAP 68-607-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2397914.33 / 60 * 25* 1.15

$103,410


0.09 * 2904 * 48.32 / 15 * 25 $21,048


0.09 * 114614.69 / 60 * 25 $4,298


$0 + $103,410 + $21,048 +$4,298

$128,756



Status : Revised


Original Current






JOHNSON AVE TO POPLAR AVE Termini JOHNSON AVE TO POPLAR AVE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2397914.33 / 60 * 25* 1.15

$160,860


0.14 * 2904 * 48.32 / 15 * 25 $32,742


0.14 * 114614.69 / 60 * 25 $6,686


$0 + $160,860 + $32,742 +$6,686

$200,288



Status : Revised


Original Current






POPLAR AVE TO W JCT CENTRALAVE

Termini POPLAR AVE TO W JCT CENTRALAVE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2397914.33 / 60 * 25* 1.15

$241,290


0.21 * 2904 * 48.32 / 15 * 25 $49,112


0.21 * 114614.69 / 60 * 25 $10,029


$0 + $241,290 + $49,112 +$10,029

$300,431



Status : Original


Original Current






W JCT TO E JCT CENTRAL AVE Termini W JCT TO E JCT CENTRAL AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 2397914.33 / 60 * 25* 1.15

$517,050


0.45 * 2904 * 48.32 / 15 * 25 $105,241


0.45 * 114614.69 / 60 * 25 $21,490


$0 + $517,050 + $105,241+ $21,490

$643,781



Status : Original


Original Current


2 Segment Length 2





84 Present AADT 77









Comments


Segment Override



Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


$193,465 + $140,595 + $0 $334,060



Status : Original


Original Current


3 Segment Length 3




CO RD 107 TO 1.0 MI W TH 32 Termini CO RD 107 TO 1.0 MI W TH 32

84 Present AADT 77









Comments


Segment Override



Computation Result


3 * 211052.33 / 60 * 25 * 1.1 $290,197


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$290,197 + $210,893 + $0 $501,090



Status : Original


Original Current


1 Segment Length 1




1.0 MI W TO TH 32 Termini 1.0 MI W TO TH 32

84 Present AADT 77









Comments


Segment Override


Status: Original

Original Current



062334D USDOT Number 062334D


1 Mainline Tracks 1






Comments



Computation Result


1 * 211052.33 / 60 * 25 * 1.1 $96,732


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 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

$96,732 + $70,298 + $0 +$1,500 + $43,200

$211,730



Status : Original


Original Current


5 Segment Length 5





72 Present AADT 66









Comments


Segment Override



Computation Result


5 * 211052.33 / 60 * 25 * 1.1 $483,662


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


5 * 0 / 60 * 25 $0


$483,662 + $351,488 + $0 $835,150



Status : Original


Original Current


3 Segment Length 3





72 Present AADT 66









Comments


Segment Override



Computation Result


3 * 211052.33 / 60 * 25 * 1.1 $290,197


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$290,197 + $210,893 + $0 $501,090



Status : Original


Original Current


6 Segment Length 6




CSAH 3 TO 6.0 MI EAST Termini CSAH 3 TO 6.0 MI EAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 422104.65 / 60 * 25 * 1.1 $1,160,788


6 * 2112 * 48.32 / 20 * 25 $765,389


6 * 5716.27 / 60 * 25 $14,291


$0 + $1,160,788 + $765,389+ $14,291

$1,940,468



Status : Original


Original Current






6.0 MI E OF CSAH 3 TO TH 89 Termini 6.0 MI E OF CSAH 3 TO TH 89












Segment Override


Original Current






3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.7 * 422104.65 / 60 * 25 *1.1

$1,489,678


7.7 * 2112 * 48.32 / 20 * 25 $982,249


7.7 * 5716.27 / 60 * 25 $18,340


75.3 * 35.5 * 152 / 80 * 25 *1.15

$146,021


$0 + $1,489,678 + $982,249+ $18,340 + $146,021

$2,636,288



Status : Original


Original Current


7 Segment Length 7




S CO LINE TO CSAH 4 Termini S CO LINE TO CSAH 4










Comments


Segment Override


Original Current


0.34 Milepoint 0.34




1 Number of Spans 1

31 Bridge Length 31



Comments



Original Current


0.01 Milepoint 0.01










Comments




Computation Result


0 * 56250 / 40 * 25 $0


7 * 422104.65 / 60 * 25 * 1.1 $1,354,252


7 * 2112 * 48.32 / 20 * 25 $892,954


7 * 5716.27 / 60 * 25 $16,672


31 * 32.2 * 152 / 80 * 25 *1.15

$54,527


78 * 81.00050028 * 15.47 /100 * 25 * 1.15

$28,100


$0 + $1,354,252 + $892,954+ $16,672 + $54,527 +$28,100

$2,346,505



Status : Original


Original Current






CSAH 4 TO E. JCT CSAH 2 Termini CSAH 4 TO E. JCT CSAH 2










2009 OVERLAY, SP 68-609-017 Comments 2009 OVERLAY, SP 68-609-017


Segment Override


Original Current




BEAR CREEK Feature Crossed BEAR CREEK


3 Number of Spans 3




Comments



Original Current


7.49 Milepoint 7.49




3 Number of Spans 3




Comments



Original Current




SEVERSON CREEK Feature Crossed SEVERSON CREEK








Comments




Computation Result


0 * 56250 / 40 * 25 $0


9.2 * 422104.65 / 60 * 25 *1.1

$1,779,875


9.2 * 2112 * 48.32 / 20 * 25 $1,173,596


9.2 * 5716.27 / 60 * 25 $21,912


63.2 * 31.5 * 152 / 80 * 25 *1.15

$108,747


93.3 * 31.7 * 152 / 80 * 25 *1.15

$161,559


54 * 128 * 15.47 / 100 * 25 *1.15

$30,742

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

$0 + $1,779,875 +$1,173,596 + $21,912 +$108,747 + $161,559 +$30,742

$3,276,431



Status : Original


Original Current






EAST JCT CSAH 2 TO TH 11 Termini EAST JCT CSAH 2 TO TH 11










2009 OVERLAY, SP 68-609-017 Comments 2009 OVERLAY, SP 68-609-017


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.7 * 422104.65 / 60 * 25 *1.1

$1,102,748


5.7 * 2112 * 48.32 / 20 * 25 $727,119


5.7 * 5716.27 / 60 * 25 $13,576


$0 + $1,102,748 + $727,119+ $13,576

$1,843,443



Status : Original


Original Current


4 Segment Length 4




CSAH 7 TO 2 MI W OF CSAH 16 Termini CSAH 7 TO 2 MI W OF CSAH 16

30 Present AADT 28









Comments


Segment Override



Computation Result


4 * 211052.33 / 60 * 25 * 1.1 $386,929


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


4 * 0 / 60 * 25 $0


$386,929 + $281,190 + $0 $668,119



Status : Original


Original Current


2 Segment Length 2




2 MI W OF CSAH 16 TO CSAH 16 Termini 2 MI W OF CSAH 16 TO CSAH 16

30 Present AADT 28









Comments


Segment Override


Original Current


4.76 Milepoint 4.76





10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


40 * 50.00046828 * 15.47 /100 * 25 * 1.15

$8,895

Total Segment Cost Construction +Preservation + ROW +Culvert

$193,465 + $140,595 + $0+ $8,895

$342,955



Status : Original


Original Current


6 Segment Length 6





30 Present AADT 28









Comments


Segment Override


Original Current







12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


6 * 211052.33 / 60 * 25 * 1.1 $580,394


6 * 546 * 10.3 / 2 * 25 $421,785


6 * 0 / 60 * 25 $0


42 * 55.00029983 * 15.47 /100 * 25 * 1.15

$10,274


$580,394 + $421,785 + $0+ $10,274

$1,012,453



Status : Original


Original Current


2 Segment Length 2





24 Present AADT 22









Comments


Segment Override



Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


$193,465 + $140,595 + $0 $334,060



Status : Original


Original Current


3 Segment Length 3
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 422104.65 / 60 * 25 * 1.1 $580,394


3 * 2112 * 48.32 / 20 * 25 $382,694


3 * 5716.27 / 60 * 25 $7,145


$0 + $580,394 + $382,694+ $7,145

$970,233



Status : Original


Original Current
















Comments


Segment Override


Original Current


4.45 Milepoint 4.45




3 Number of Spans 3




Comments



Original Current


7.24 Milepoint 7.24


BR 3 CO DITCH # 9 Feature Crossed BR 3 CO DITCH # 9








Comments



Original Current


11.341 Milepoint 11.341





12 Culvert Width 12

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


10.3 * 422104.65 / 60 * 25 *1.1

$1,992,686


10.3 * 2112 * 48.32 / 20 * 25 $1,313,917


10.3 * 5716.27 / 60 * 25 $24,532


93.4 * 31.5 * 152 / 80 * 25 *1.15

$160,712


52 * 52.0004009 * 15.47 /100 * 25 * 1.15

$12,026


52 * 480 * 15.47 / 100 * 25 *1.15

$111,013

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

$0 + $1,992,686 +$1,313,917 + $24,532 +$160,712 + $12,026 +$111,013

$3,614,886



Status : Original


Original Current
















Comments


Segment Override


Original Current


14.851 Milepoint 14.851










Comments



Original Current


13.651 Milepoint 13.651


BULLDOG RUN RIVER Feature Crossed BULLDOG RUN RIVER








Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.9 * 422104.65 / 60 * 25 *1.1

$1,141,441


5.9 * 2112 * 48.32 / 20 * 25 $752,632


5.9 * 5716.27 / 60 * 25 $14,052


60 * 297 * 15.47 / 100 * 25 *1.15

$79,257


64 * 51.00043459 * 15.47 /100 * 25 * 1.15

$14,517

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

$0 + $1,141,441 + $752,632+ $14,052 + $79,257 +$14,517

$2,001,899



Status : Revised


Original Current


8 Segment Length 8




TH 11 TO E CO LINE Termini TH 11 TO E CO LINE












Segment Override


Original Current


25.801 Milepoint 25.801


WILLOW CREEK Feature Crossed WILLOW CREEK








Comments



Original Current


22.981 Milepoint 22.981










Comments



Original Current


21.971 Milepoint 21.971










Comments



Original Current


23.311 Milepoint 23.311










Comments



Original Current


24.311 Milepoint 24.311










Comments



Status: Original

Original Current


312230N USDOT Number 312230N


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


8 * 422104.65 / 60 * 25 * 1.1 $1,547,717


8 * 2112 * 48.32 / 20 * 25 $1,020,518


8 * 5716.27 / 60 * 25 $19,054


100 * 198 * 15.47 / 100 * 25* 1.15

$88,063


44 * 55.00029983 * 15.47 /100 * 25 * 1.15

$10,763


44 * 78 * 15.47 / 100 * 25 *1.15

$15,264


44 * 66 * 15.47 / 100 * 25 *1.15

$12,916


44 * 81.00050028 * 15.47 /100 * 25 * 1.15

$15,851


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 + $1,547,717 +$1,020,518 + $19,054 +$88,063 + $10,763 +$15,264 + $12,916 +$15,851 + $325,000 +$54,000

$3,109,146



Status : Original


Original Current






CSAH 9 TO 2.5 MILES EAST OFCSAH 9

Termini CSAH 9 TO 2.5 MILES EAST OFCSAH 9

42 Present AADT 33









Comments


Segment Override


Original Current


0.13 Milepoint 0.13










Comments




Computation Result


2.5 * 211052.33 / 60 * 25 *1.1

$241,831


2.5 * 546 * 10.3 / 2 * 25 $175,744


2.5 * 0 / 60 * 25 $0


34 * 132 * 15.47 / 100 * 25 *1.15

$19,961


$241,831 + $175,744 + $0+ $19,961

$437,536



Status : Original


Original Current


2 Segment Length 2




2.5 MILES EAST OF CSAH 9 TO CR126 E

Termini 2.5 MILES EAST OF CSAH 9 TO CR126 E

42 Present AADT 33









Comments


Segment Override


Original Current


4.5 Milepoint 4.5










Comments




Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


64 * 66 * 15.47 / 100 * 25 *1.15

$18,787


$193,465 + $140,595 + $0+ $18,787

$352,847



Status : Original


Original Current


2 Segment Length 2




CO RD 126 TO W JCT CSAH 2 Termini CO RD 126 TO W JCT CSAH 2












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


$0 + $386,929 + $255,130+ $4,764

$646,823



Status : Original


Original Current






W JCT CSAH 2 TO TH 11 Termini W JCT CSAH 2 TO TH 11












Segment Override


Original Current






3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.9 * 422104.65 / 60 * 25 *1.1

$1,334,906


6.9 * 2112 * 48.32 / 20 * 25 $880,197


6.9 * 5716.27 / 60 * 25 $16,434


69.2 * 31.5 * 152 / 80 * 25 *1.15

$119,072


$0 + $1,334,906 + $880,197+ $16,434 + $119,072

$2,350,609



Status : Original


Original Current






JCT TH 11 TO 4.1 MI NORTH ANDEAST TO CSAH 13 N

Termini JCT TH 11 TO 4.1 MI NORTH ANDEAST TO CSAH 13 N










2015 SAP 068-613-023 SEALCOAT

2013 SAP 068-613-021 PAVINGPHASE 2

2012 SAP 068-613-020 AGG BASEPHASE I

RECONSTRUCTED UNDER PLAN#SAP 68-613-015

2013 BITUMINOUS SURFACINGUNDER #SAP 068-613-021





2013 BITUMINOUS SURFACINGUNDER #SAP 068-613-021


Segment Override


Original Current












Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 422104.65 / 60 * 25 *1.1

$793,205


4.1 * 2112 * 48.32 / 20 * 25 $523,016


4.1 * 5716.27 / 60 * 25 $9,765


56 * 51.00043459 * 15.47 /100 * 25 * 1.15

$12,703


$0 + $793,205 + $523,016+ $9,765 + $12,703

$1,338,689



Status : Original


Original Current






CSAH 13 N TO 1.9 MI N Termini CSAH 13 N TO 1.9 MI N










2015 SAP 068-613-023 SEALCOAT



RECONSTRUCTED UNDER PLAN#SAP 68-613 015CULVERT UNDER SAP 68-613-0142013 - BITUMINOUS SURFACINGUNDER #SAP 068-613-021




RECONSTRUCTED UNDER PLAN#SAP 68-613 015CULVERT UNDER SAP 68-613-0142013 - BITUMINOUS SURFACINGUNDER #SAP 068-613-021


Segment Override


Original Current




JD 61 Feature Crossed JD 61








Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 422104.65 / 60 * 25 *1.1

$367,583


1.9 * 2112 * 48.32 / 20 * 25 $242,373


1.9 * 5716.27 / 60 * 25 $4,525


68 * 132 * 15.47 / 100 * 25 *1.15

$39,922


$0 + $367,583 + $242,373+ $4,525 + $39,922

$654,403



Status : Original


Original Current






1.9 MILES NORTH OF CSAH 13 NTO CR 137

Termini 1.9 MILES NORTH OF CSAH 13 NTO CR 137










2015 SAP 068-613-023 SEALCOAT




2013 - BITUMINOUS SURFACINGUNDER #SAP 068-613-021





2013 - BITUMINOUS SURFACINGUNDER #SAP 068-613-021


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 422104.65 / 60 * 25 *1.1

$406,276


2.1 * 2112 * 48.32 / 20 * 25 $267,886


2.1 * 5716.27 / 60 * 25 $5,002


$0 + $406,276 + $267,886+ $5,002

$679,164



Status : Original


Original Current


4 Segment Length 4




CO RD 137 TO 2.0 MI W OF TH 313 Termini CO RD 137 TO 2.0 MI W OF TH 313










2015 SAP 068-613-023 SEALCOAT

OVERLAY 2010, SAP 68-613-019


OVERLAY 2010, SAP 68-613-019


Segment Override


Original Current




JD 61 Feature Crossed JD 61








Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 422104.65 / 60 * 25 * 1.1 $773,859


4 * 2112 * 48.32 / 20 * 25 $510,259


4 * 5716.27 / 60 * 25 $9,527


90 * 64 * 15.47 / 100 * 25 *1.15

$25,618


$0 + $773,859 + $510,259+ $9,527 + $25,618

$1,319,263



Status : Original


Original Current


2 Segment Length 2




2.0 MI W OF TH 313 TO TH 313 Termini 2.0 MI W OF TH 313 TO TH 313










2015 SAP 068-613-023 SEALCOAT

2010 SAP 68-613-019 OVERLAY


2010 SAP 68-613-019 OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


$0 + $386,929 + $255,130+ $4,764

$646,823



Status : Original


Original Current






TH 313 TO SPRINGSTEEL ISLAND Termini TH 313 TO SPRINGSTEEL ISLAND










2009 OVERLAY, SAP 68-613-016 Comments 2009 OVERLAY, SAP 68-613-016


Segment Override


Status: Original

Original Current




1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 422104.65 / 60 * 25 *1.1

$328,890


1.7 * 2112 * 48.32 / 20 * 25 $216,860


1.7 * 5716.27 / 60 * 25 $4,049


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000


$0 + $328,890 + $216,860+ $4,049 + $325,000 +$54,000

$928,799



Status : Original


Original Current


2 Segment Length 2





72 Present AADT 66









Comments


Segment Override


Original Current


1.59 Milepoint 1.59


Stream Feature Crossed Stream



9 Culvert Width 9

5 Culvert Height 5




Comments




Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


32 * 69 * 15.47 / 100 * 25 *1.15

$9,820


$193,465 + $140,595 + $0+ $9,820

$343,880



Status : Original


Original Current


















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6.5 * 422104.65 / 60 * 25 *1.1

$1,257,520


6.5 * 2112 * 48.32 / 20 * 25 $829,171


6.5 * 5716.27 / 60 * 25 $15,482


$0 + $1,257,520 + $829,171+ $15,482

$2,102,173



Status : Original


Original Current


3 Segment Length 3




CSAH 2 TO 2.0 MI SO OF TH 11 Termini CSAH 2 TO 2.0 MI SO OF TH 11










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 422104.65 / 60 * 25 * 1.1 $580,394


3 * 2112 * 48.32 / 20 * 25 $382,694


3 * 5716.27 / 60 * 25 $7,145


$0 + $580,394 + $382,694+ $7,145

$970,233



Status : Original


Original Current


2 Segment Length 2




2.0 MILES SOUTH TO TH 11 Termini 2.0 MILES SOUTH TO TH 11










Comments


Segment Override


Status: Original

Original Current



062398P USDOT Number 062398P


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200


$0 + $386,929 + $255,130+ $4,764 + $1,500 +$43,200

$691,523



Status : Original


Original Current







36 Present AADT 33









Comments


Segment Override



Computation Result


4.8 * 211052.33 / 60 * 25 *1.1

$464,315


4.8 * 546 * 10.3 / 2 * 25 $337,428


4.8 * 0 / 60 * 25 $0


$464,315 + $337,428 + $0 $801,743



Status : Original


Original Current


4 Segment Length 4





72 Present AADT 66









Comments


Segment Override


Original Current




WEST INTERCEPTOR Feature Crossed WEST INTERCEPTOR



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


4 * 211052.33 / 60 * 25 * 1.1 $386,929


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


4 * 0 / 60 * 25 $0


102 * 120.00026276 * 15.47/ 100 * 25 * 1.15

$54,439


$386,929 + $281,190 + $0+ $54,439

$722,558



Status : Original


Original Current


7 Segment Length 7




TH 89 TO TH 310 Termini TH 89 TO TH 310










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


7 * 422104.65 / 60 * 25 * 1.1 $1,354,252


7 * 2112 * 48.32 / 20 * 25 $892,954


7 * 5716.27 / 60 * 25 $16,672


$0 + $1,354,252 + $892,954+ $16,672

$2,263,878



Status : Original


Original Current

ROOSEVELT Municipality ROOSEVELT





TH 11 TO N 0.2 MILES Termini TH 11 TO N 0.2 MILES










Comments


Segment Override


Status: Original

Original Current


312209H USDOT Number 312209H


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 422104.65 / 60 * 25 *1.1

$38,693


0.2 * 2112 * 48.32 / 20 * 25 $25,513


0.2 * 5716.27 / 60 * 25 $476


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000


$0 + $38,693 + $25,513 +$476 + $325,000 + $54,000

$443,682



Status : Original


Original Current






N OFTH 11 0.2 MI TO N LIMROOSEVELT

Termini N OFTH 11 0.2 MI TO N LIMROOSEVELT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.87 * 422104.65 / 60 * 25 *1.1

$168,314


0.87 * 2112 * 48.32 / 20 * 25 $110,981


0.87 * 5716.27 / 60 * 25 $2,072


$0 + $168,314 + $110,981+ $2,072

$281,367



Status : Original


Original Current






N LIM ROOSEVELT TO 2.5 MI N Termini N LIM ROOSEVELT TO 2.5 MI N










2014 SP 068-617-006, 068-617-007RECONST W/ CULVERT 68J47

Comments 2014 SP 068-617-006, 068-617-007RECONST W/ CULVERT 68J47


Segment Override


Original Current


2.73 Milepoint 2.73





14 Culvert Width 14

8 Culvert Height 8




2014 SP 068-617-007 RECONST W/CULVERT 68J47

Comments 2014 SP 068-617-007 RECONST W/CULVERT 68J47




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 422104.65 / 60 * 25 *1.1

$483,662


2.5 * 2112 * 48.32 / 20 * 25 $318,912


2.5 * 5716.27 / 60 * 25 $5,954


64 * 112 * 15.47 / 100 * 25 *1.15

$31,881


$0 + $483,662 + $318,912+ $5,954 + $31,881

$840,409



Status : Original


Original Current






TH 89 (3 MI N OF S CO. LINE) TO3.5 MI W OF CSAH 9

Termini TH 89 (3 MI N OF S CO. LINE) TO3.5 MI W OF CSAH 9

72 Present AADT 66









Comments


Segment Override


Original Current


0.87 Milepoint 0.87










Comments



Original Current


4.44 Milepoint 4.44






8 Culvert Height 8




Comments



Original Current


2.42 Milepoint 2.42





14 Culvert Width 14

9 Culvert Height 9




Comments




Computation Result


4.5 * 211052.33 / 60 * 25 *1.1

$435,295


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


4.5 * 0 / 60 * 25 $0


50 * 243.00042445 * 15.47 /100 * 25 * 1.15

$54,039


48 * 164 * 15.47 / 100 * 25 *1.15

$35,012


50 * 198 * 15.47 / 100 * 25 *1.15

$44,031

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

$435,295 + $316,339 + $0+ $54,039 + $35,012 +$44,031

$884,716



Status : Original


Original Current






3.5 MI W TO CSAH 9 Termini 3.5 MI W TO CSAH 9

72 Present AADT 66









Comments


Segment Override



Computation Result


3.5 * 211052.33 / 60 * 25 *1.1

$338,563


3.5 * 546 * 10.3 / 2 * 25 $246,041


3.5 * 0 / 60 * 25 $0


$338,563 + $246,041 + $0 $584,604



Status : Original


Original Current


8 Segment Length 8





72 Present AADT 66









Comments


Segment Override



Computation Result


8 * 211052.33 / 60 * 25 * 1.1 $773,859


8 * 546 * 10.3 / 2 * 25 $562,380


8 * 0 / 60 * 25 $0


$773,859 + $562,380 + $0 $1,336,239



Status : Original


Original Current


7 Segment Length 7





72 Present AADT 116









Comments


Segment Override


Original Current


6.93 Milepoint 6.93





12 Culvert Width 12

7 Culvert Height 7




Comments



Original Current


5.79 Milepoint 5.79





10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


7 * 211052.33 / 60 * 25 * 1.1 $677,126


7 * 546 * 10.3 / 2 * 25 $492,083


7 * 0 / 60 * 25 $0


84 * 64 * 15.47 / 100 * 25 *1.15

$23,910


64 * 51.00043459 * 15.47 /100 * 25 * 1.15

$14,517

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

$677,126 + $492,083 + $0+ $23,910 + $14,517

$1,207,636



Status : Revised


Original Current


1 Segment Length 1




TH 89 TO 1 MILE EAST Termini TH 89 TO 1 MILE EAST










2016 SAP 068-030-003 SEALCOAT

2013 SAP 068-620-008 M&OL BIT.OVERLAY 2013




Segment Override


Original Current


0.32 Milepoint 0.32




3 Number of Spans 3

133 Bridge Length 133

36 Bridge Width 36


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 422104.65 / 60 * 25 * 1.1 $193,465


1 * 2112 * 48.32 / 20 * 25 $127,565


1 * 5716.27 / 60 * 25 $2,382


133 * 36 * 152 / 80 * 25 *1.15

$261,545


$0 + $193,465 + $127,565+ $2,382 + $261,545

$584,957



Status : Revised


Original Current


5 Segment Length 5




1 MILE EAST OF TH 89 TO CSAH 9 Termini 1 MILE EAST OF TH 89 TO CSAH 9










2016 SAP 068-030-003 SEALCOAT





Segment Override


Original Current


4.54 Milepoint 4.54




3 Number of Spans 3

84 Bridge Length 84

36 Bridge Width 36


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 422104.65 / 60 * 25 * 1.1 $967,323


5 * 2112 * 48.32 / 20 * 25 $637,824


5 * 5716.27 / 60 * 25 $11,909


84 * 36 * 152 / 80 * 25 *1.15

$165,186


$0 + $967,323 + $637,824+ $11,909 + $165,186

$1,782,242



Status : Original


Original Current
















Comments


Segment Override


Original Current


0.34 Milepoint 0.34


SUCKER CREEK Feature Crossed SUCKER CREEK



6 Culvert Width 6

4 Culvert Height 4




Comments




Computation Result


7.7 * 211052.33 / 60 * 25 *1.1

$744,839


7.7 * 546 * 10.3 / 2 * 25 $541,291


7.7 * 0 / 60 * 25 $0


42 * 35 * 15.47 / 100 * 25 *1.15

$6,538


$744,839 + $541,291 + $0+ $6,538

$1,292,668



Status : Original


Original Current


















Segment Override


Original Current


0.98 Milepoint 0.98


STATE DITCH # 91, LAT #1 Feature Crossed STATE DITCH # 91, LAT #1



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


8.1 * 422104.65 / 60 * 25 *1.1

$1,567,064


8.1 * 2112 * 48.32 / 20 * 25 $1,033,275


8.1 * 5716.27 / 60 * 25 $19,292


56 * 245.00035707 * 15.47 /100 * 25 * 1.15

$61,022


$0 + $1,567,064 +$1,033,275 + $19,292 +$61,022

$2,680,653



Status : Original


Original Current


1 Segment Length 1




CSAH 6 TO 1.0 MI NO Termini CSAH 6 TO 1.0 MI NO

78 Present AADT 72









Comments


Segment Override



Computation Result


1 * 211052.33 / 60 * 25 * 1.1 $96,732


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 0 / 60 * 25 $0


$96,732 + $70,298 + $0 $167,030



Status : Original


Original Current






1.0 MI NO OF CSAH 6 TO 1.0 MI NOC R 106

Termini 1.0 MI NO OF CSAH 6 TO 1.0 MI NOC R 106

78 Present AADT 72









Comments


Segment Override



Computation Result


4.1 * 211052.33 / 60 * 25 *1.1

$396,603


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


4.1 * 0 / 60 * 25 $0


$396,603 + $288,220 + $0 $684,823



Status : Original


Original Current






1.0 MI NO OF CR 106 TO 0.7 M SOF TH 11

Termini 1.0 MI NO OF CR 106 TO 0.7 M SOF TH 11

78 Present AADT 72









Comments


Segment Override



Computation Result


0.6 * 211052.33 / 60 * 25 *1.1

$58,039


0.6 * 546 * 10.3 / 2 * 25 $42,179


0.6 * 0 / 60 * 25 $0


$58,039 + $42,179 + $0 $100,218



Status : Original


Original Current






0.7 M TO 0.4 M S OF TH 11 Termini 0.7 M TO 0.4 M S OF TH 11

156 Present AADT 72









Comments


Segment Override


Original Current


5.91 Milepoint 5.91




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 422104.65 / 60 * 25 *1.1

$58,039


0.3 * 2112 * 48.32 / 20 * 25 $38,269


0.3 * 5716.27 / 60 * 25 $715


93.3 * 31.4 * 152 / 80 * 25 *1.15

$160,030


$0 + $58,039 + $38,269 +$715 + $160,030

$257,053



Status : Original


Original Current






0.4 M S TO TH 11 Termini 0.4 M S TO TH 11

78 Present AADT 72









Comments


Segment Override



Computation Result


0.4 * 211052.33 / 60 * 25 *1.1

$38,693


0.4 * 546 * 10.3 / 2 * 25 $28,119


0.4 * 0 / 60 * 25 $0


$38,693 + $28,119 + $0 $66,812



Status : Original


Original Current







72 Present AADT 66









Comments


Segment Override



Computation Result


2.6 * 211052.33 / 60 * 25 *1.1

$251,504


2.6 * 546 * 10.3 / 2 * 25 $182,774


2.6 * 0 / 60 * 25 $0


$251,504 + $182,774 + $0 $434,278



Status : Original


Original Current






CSAH 4 TO 1 MI S OF CR 102 Termini CSAH 4 TO 1 MI S OF CR 102

72 Present AADT 66









Comments


Segment Override


Original Current


9.89 Milepoint 9.89





11 Culvert Width 11

7 Culvert Height 7




Comments




Computation Result


1.3 * 211052.33 / 60 * 25 *1.1

$125,752


1.3 * 546 * 10.3 / 2 * 25 $91,387


1.3 * 0 / 60 * 25 $0


40 * 61.00009769 * 15.47 /100 * 25 * 1.15

$10,852


$125,752 + $91,387 + $0 +$10,852

$227,991



Status : Original


Original Current


1 Segment Length 1




1 MI S OF CR 102 TO CR 102 Termini 1 MI S OF CR 102 TO CR 102

72 Present AADT 66









Comments


Segment Override



Computation Result


1 * 211052.33 / 60 * 25 * 1.1 $96,732


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 0 / 60 * 25 $0


$96,732 + $70,298 + $0 $167,030



Status : Original


Original Current


2 Segment Length 2




CO RD 102 TO 1.0 MI S OF CO RD101

Termini CO RD 102 TO 1.0 MI S OF CO RD101

72 Present AADT 66









Comments


Segment Override


Original Current




STATE DITCH # 95,BR4,LAT Feature Crossed STATE DITCH # 95,BR4,LAT



10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


54 * 51.00043459 * 15.47 /100 * 25 * 1.15

$12,249


$193,465 + $140,595 + $0+ $12,249

$346,309



Status : Original


Original Current


1 Segment Length 1




FROM 1.0 MI S OF COUNTY ROAD101 TO COUNTY ROAD 101

Termini FROM 1.0 MI S OF COUNTY ROAD101 TO COUNTY ROAD 101

72 Present AADT 66









Comments


Segment Override


Original Current












Comments




Computation Result


1 * 211052.33 / 60 * 25 * 1.1 $96,732


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 0 / 60 * 25 $0


48 * 66 * 15.47 / 100 * 25 *1.15

$14,090


$96,732 + $70,298 + $0 +$14,090

$181,120



Status : Original


Original Current


5 Segment Length 5




COUNTY ROAD 101 TO CSAH 7 Termini COUNTY ROAD 101 TO CSAH 7










Comments


Segment Override



Computation Result


5 * 211052.33 / 60 * 25 * 1.1 $483,662


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


5 * 0 / 60 * 25 $0


$483,662 + $351,488 + $0 $835,150



Status : Original


Original Current

ROSEAU Municipality ROSEAU





TH 11 AT ROSEAU TO ROSEAUPARK ENT.

Termini TH 11 AT ROSEAU TO ROSEAUPARK ENT.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.83 * 1021937.01 / 60 * 25* 1.1

$388,762


0.83 * 2376 * 48.32 / 20 * 25 $119,114


0.83 * 85357.87 / 60 * 25 $29,520


$0 + $388,762 + $119,114+ $29,520

$537,396



Status : Original


Original Current






ROSEAU PARK ENT. TO 0.9 MILEWEST OF CSAH 28

Termini ROSEAU PARK ENT. TO 0.9 MILEWEST OF CSAH 28












Segment Override


Original Current


0.89 Milepoint 0.89


Roseau Diversion Feature Crossed Roseau Diversion


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 422104.65 / 60 * 25 *1.1

$58,039


0.3 * 2112 * 48.32 / 20 * 25 $38,269


0.3 * 5716.27 / 60 * 25 $715


225.9 * 43.3 * 138 / 80 * 25* 1.15

$485,100


$0 + $58,039 + $38,269 +$715 + $485,100

$582,123



Status : Original


Original Current






0.9 MILE WEST OF CSAH 28 TOCSAH 28

Termini 0.9 MILE WEST OF CSAH 28 TOCSAH 28












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 422104.65 / 60 * 25 *1.1

$174,118


0.9 * 2112 * 48.32 / 20 * 25 $114,808


0.9 * 5716.27 / 60 * 25 $2,144


$0 + $174,118 + $114,808+ $2,144

$291,070



Status : Original


Original Current


2 Segment Length 2




CSAH 8 TO 2.0 MI N Termini CSAH 8 TO 2.0 MI N

72 Present AADT 66









Comments


Segment Override


Original Current


1.95 Milepoint 1.95


STATE DITCH # 91;LAT 5 Feature Crossed STATE DITCH # 91;LAT 5








Comments




Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


52 * 103 * 15.47 / 100 * 25 *1.15

$23,821


$193,465 + $140,595 + $0+ $23,821

$357,881



Status : Original


Original Current


1 Segment Length 1




2.0 MI N CSAH 8 TO CSAH 22 Termini 2.0 MI N CSAH 8 TO CSAH 22

72 Present AADT 66









RECONSTRUCTED UNDER PLAN #68-625-006

Comments RECONSTRUCTED UNDER PLAN #68-625-006


Segment Override



Computation Result


1 * 211052.33 / 60 * 25 * 1.1 $96,732


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 0 / 60 * 25 $0


$96,732 + $70,298 + $0 $167,030



Status : Original


Original Current


4 Segment Length 4





72 Present AADT 66









Comments


Segment Override


Original Current


3.95 Milepoint 3.95


STATE DITCH # 91,LAT 4 Feature Crossed STATE DITCH # 91,LAT 4



12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


4 * 211052.33 / 60 * 25 * 1.1 $386,929


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


4 * 0 / 60 * 25 $0


36 * 66 * 15.47 / 100 * 25 *1.15

$10,568


$386,929 + $281,190 + $0+ $10,568

$678,687



Status : Original


Original Current
















SURFACED 2008, SAP 68-626-006 Comments SURFACED 2008, SAP 68-626-006


Segment Override


Original Current


5.09 Milepoint 5.09





10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 422104.65 / 60 * 25 *1.1

$1,180,134


6.1 * 2112 * 48.32 / 20 * 25 $778,145


6.1 * 5716.27 / 60 * 25 $14,529


56 * 38 * 15.47 / 100 * 25 *1.15

$9,465


$0 + $1,180,134 + $778,145+ $14,529 + $9,465

$1,982,273



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 422104.65 / 60 * 25 * 1.1 $773,859


4 * 2112 * 48.32 / 20 * 25 $510,259


4 * 5716.27 / 60 * 25 $9,527


$0 + $773,859 + $510,259+ $9,527

$1,293,645



Status : Original


Original Current






TH 310 TO 0.5 MI N OF TH 11 Termini TH 310 TO 0.5 MI N OF TH 11










Comments


Segment Override


Original Current


1.7 Milepoint 1.7


Roseau River Feature Crossed Roseau River


3 Number of Spans 3

160 Bridge Length 160



Comments



Original Current


2.5 Milepoint 2.5


Hay Creek Feature Crossed Hay Creek


1 Number of Spans 1

60 Bridge Length 60

28 Bridge Width 28


Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 422104.65 / 60 * 25 *1.1

$870,591


4.5 * 2112 * 48.32 / 20 * 25 $574,042


4.5 * 5716.27 / 60 * 25 $10,718


160 * 26.2 * 138 / 80 * 25 *1.15

$207,897


60 * 28 * 152 / 80 * 25 *1.15

$91,770


$0 + $870,591 + $574,042+ $10,718 + $207,897 +$91,770

$1,755,018



Status : Original


Original Current






0.5 MI N OF TH 11 TO TH 11 Termini 0.5 MI N OF TH 11 TO TH 11










RECONSTRUCTED 2009, SAP 68-628-002

Comments RECONSTRUCTED 2009, SAP 68-628-002


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Original


Original Current


5 Segment Length 5
















Segment Override


Original Current


7.35 Milepoint 7.35


Cow Creek Feature Crossed Cow Creek








Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 422104.65 / 60 * 25 * 1.1 $967,323


5 * 2112 * 48.32 / 20 * 25 $637,824


5 * 5716.27 / 60 * 25 $11,909


72 * 103 * 15.47 / 100 * 25 *1.15

$32,984


$0 + $967,323 + $637,824+ $11,909 + $32,984

$1,650,040



Status : Original


Original Current






CSAH 8 TO 1.8 MI N OF CR 106 Termini CSAH 8 TO 1.8 MI N OF CR 106

90 Present AADT 83









Comments


Segment Override



Computation Result


3.9 * 211052.33 / 60 * 25 *1.1

$377,256


3.9 * 546 * 10.3 / 2 * 25 $274,160


3.9 * 0 / 60 * 25 $0


$377,256 + $274,160 + $0 $651,416



Status : Original


Original Current






1.8 MI N OF CR 106 TO TH 11 Termini 1.8 MI N OF CR 106 TO TH 11

90 Present AADT 83









Comments


Segment Override


Original Current


4.36 Milepoint 4.36




3 Number of Spans 3




Comments




Computation Result


0.8 * 211052.33 / 60 * 25 *1.1

$77,386


0.8 * 546 * 10.3 / 2 * 25 $56,238


0.8 * 0 / 60 * 25 $0


93.2 * 32.2 * 152 / 80 * 25 *1.15

$163,932

Total Segment Cost Construction +Preservation + ROW +Bridge

$77,386 + $56,238 + $0 +$163,932

$297,556



Status : Original


Original Current


5 Segment Length 5
















Segment Override


Original Current


2.49 Milepoint 2.49


CO DITCH # 11,LAT # 1 Feature Crossed CO DITCH # 11,LAT # 1








Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 422104.65 / 60 * 25 * 1.1 $967,323


5 * 2112 * 48.32 / 20 * 25 $637,824


5 * 5716.27 / 60 * 25 $11,909


50 * 66 * 15.47 / 100 * 25 *1.15

$14,677


$0 + $967,323 + $637,824+ $11,909 + $14,677

$1,631,733



Status : Original


Original Current


3 Segment Length 3





66 Present AADT 61









Comments


Segment Override



Computation Result


3 * 211052.33 / 60 * 25 * 1.1 $290,197


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$290,197 + $210,893 + $0 $501,090



Status : Original


Original Current
















Comments


Segment Override



Computation Result


3.4 * 211052.33 / 60 * 25 *1.1

$328,890


3.4 * 546 * 10.3 / 2 * 25 $239,012


3.4 * 0 / 60 * 25 $0


$328,890 + $239,012 + $0 $567,902



Status : Original


Original Current






CR 130 TO TH 89 Termini CR 130 TO TH 89










Comments


Segment Override



Computation Result


0.5 * 211052.33 / 60 * 25 *1.1

$48,366


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


0.5 * 0 / 60 * 25 $0


$48,366 + $35,149 + $0 $83,515



Status : Original


Original Current
















2014 SAP 068-634-005 SEALCOAT

RESURF UNDER SAP 68-634-01 &02 NOT PAVED YET.

SAP 68-634-04, 2007


RESURF UNDER SAP 68-634-01 &02 NOT PAVED YET.

SAP 68-634-04, 2007


Segment Override


Original Current


4.3 Milepoint 4.3


WILLOW CREEK Feature Crossed WILLOW CREEK








Comments



Original Current


2.8 Milepoint 2.8





12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current


1.26 Milepoint 1.26


CO DITCH # 26,LAT #1 Feature Crossed CO DITCH # 26,LAT #1



10 Culvert Width 10

4 Culvert Height 4




Comments



Status: Original

Original Current




1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 422104.65 / 60 * 25 *1.1

$928,630


4.8 * 2112 * 48.32 / 20 * 25 $612,311


4.8 * 5716.27 / 60 * 25 $11,433


74 * 104 * 15.47 / 100 * 25 *1.15

$34,229


69 * 66 * 15.47 / 100 * 25 *1.15

$20,254


72 * 40 * 15.47 / 100 * 25 *1.15

$12,809


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000

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

$0 + $928,630 + $612,311+ $11,433 + $34,229 +$20,254 + $12,809 +$325,000 + $54,000

$1,998,666



Status : Original


Original Current


2 Segment Length 2
















Segment Override


Original Current


2.54 Milepoint 2.54




3 Number of Spans 3

91 Bridge Length 91

35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 422104.65 / 60 * 25 * 1.1 $386,929


2 * 2112 * 48.32 / 20 * 25 $255,130


2 * 5716.27 / 60 * 25 $4,764


91 * 35 * 152 / 80 * 25 *1.15

$173,981


$0 + $386,929 + $255,130+ $4,764 + $173,981

$820,804



Status : Original


Original Current


















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 422104.65 / 60 * 25 *1.1

$715,819


3.7 * 2112 * 48.32 / 20 * 25 $471,990


3.7 * 5716.27 / 60 * 25 $8,813


$0 + $715,819 + $471,990+ $8,813

$1,196,622



Status : Original


Original Current






0.5 MI W TO W LIM WARROAD Termini 0.5 MI W TO W LIM WARROAD










2013 SAP 068-635-006 OLBIT. OVERLAY 2013

Comments 2013 SAP 068-635-006 OLBIT. OVERLAY 2013


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Original


Original Current






W LIM WARROAD TO 0.08 MI W OFPLEASANT AVE

Termini W LIM WARROAD TO 0.08 MI W OFPLEASANT AVE










2015 SAP 068-635-008 SEALCOAT


NEW HOUSING DEVELOPMENTALONG THIS SEGMENT WILLREQUIRE A FUTURE URBANDESIGN STANDARD.

SEGMENT IS ADEQUATE & NOTABLE TO ADD STORM SEWER & C& G UNTIL 25 YEARREINSTATEMENT. DG



NEW HOUSING DEVELOPMENTALONG THIS SEGMENT WILLREQUIRE A FUTURE URBANDESIGN STANDARD.

SEGMENT IS ADEQUATE & NOTABLE TO ADD STORM SEWER & C& G UNTIL 25 YEARREINSTATEMENT. DG


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 422104.65 / 60 * 25 *1.1

$46,432


0.24 * 2112 * 48.32 / 20 * 25 $30,616


0.24 * 5716.27 / 60 * 25 $572


$0 + $46,432 + $30,616 +$572

$77,620



Status : Original


Original Current






0.08 MI W TO PLEASANT AVE Termini 0.08 MI W TO PLEASANT AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 422104.65 / 60 * 25 *1.1

$15,477


0.08 * 2112 * 48.32 / 20 * 25 $10,205


0.08 * 5716.27 / 60 * 25 $191


$0 + $15,477 + $10,205 +$191

$25,873



Status : Original


Original Current






PLEASANT AVE TO CSAH 75 Termini PLEASANT AVE TO CSAH 75










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2397914.33 / 60 * 25* 1.15

$241,290


0.21 * 2904 * 48.32 / 15 * 25 $49,112


0.21 * 114614.69 / 60 * 25 $10,029


$0 + $241,290 + $49,112 +$10,029

$300,431



Status : Original


Original Current


2 Segment Length 2





36 Present AADT 33









Comments


Segment Override



Computation Result


2 * 211052.33 / 60 * 25 * 1.1 $193,465


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


2 * 0 / 60 * 25 $0


$193,465 + $140,595 + $0 $334,060



Status : Original


Original Current


4 Segment Length 4





24 Present AADT 22









Comments


Segment Override



Computation Result


4 * 211052.33 / 60 * 25 * 1.1 $386,929


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


4 * 0 / 60 * 25 $0


$386,929 + $281,190 + $0 $668,119



Status : Original


Original Current


5 Segment Length 5




CSAH 2 TO ROOSEVELT CITYLIMITS

Termini CSAH 2 TO ROOSEVELT CITYLIMITS










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 422104.65 / 60 * 25 * 1.1 $967,323


5 * 2112 * 48.32 / 20 * 25 $637,824


5 * 5716.27 / 60 * 25 $11,909


$0 + $967,323 + $637,824+ $11,909

$1,617,056



Status : Original


Original Current






W CITY LIMITS ROOSEVELT TO .57EAST

Termini W CITY LIMITS ROOSEVELT TO .57EAST










SPLIT SEGMENT FROM 2015RECONSTRUCTION AREASBECAUSE OF SURFACE TYPES

Comments SPLIT SEGMENT FROM 2015RECONSTRUCTION AREASBECAUSE OF SURFACE TYPES


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 422104.65 / 60 * 25 *1.1

$110,275


0.57 * 2112 * 48.32 / 20 * 25 $72,712


0.57 * 5716.27 / 60 * 25 $1,358


$0 + $110,275 + $72,712 +$1,358

$184,345



Status : Original


Original Current






.57 EAST OF W CITY LIMITS TO.67 EAST

Termini .57 EAST OF W CITY LIMITS TO.67 EAST










2015 SAP 068-642-001 RECONSTRURAL & URBAN

Comments 2015 SAP 068-642-001 RECONSTRURAL & URBAN


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 422104.65 / 60 * 25 *1.1

$19,346


0.1 * 2112 * 48.32 / 20 * 25 $12,756


0.1 * 5716.27 / 60 * 25 $238


$0 + $19,346 + $12,756 +$238

$32,340



Status : Original


Original Current






.67 EAST OF W CITY LIMITS TOTH11

Termini .67 EAST OF W CITY LIMITS TOTH11










2015 SAP 068-642-001 RECONSTRURAL & URBAN

Comments 2015 SAP 068-642-001 RECONSTRURAL & URBAN


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2397914.33 / 60 * 25* 1.15

$149,370


0.13 * 2904 * 48.32 / 15 * 25 $30,403


0.13 * 114614.69 / 60 * 25 $6,208


$0 + $149,370 + $30,403 +$6,208

$185,981



Status : Original


Original Current
















Comments


Segment Override



Computation Result


2.2 * 211052.33 / 60 * 25 *1.1

$212,811


2.2 * 546 * 10.3 / 2 * 25 $154,655


2.2 * 0 / 60 * 25 $0


$212,811 + $154,655 + $0 $367,466



Status : Original


Original Current


1 Segment Length 1
















Segment Override


Original Current


0.4 Milepoint 0.4


Bull Dog Run River Feature Crossed Bull Dog Run River








Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 422104.65 / 60 * 25 * 1.1 $193,465


1 * 2112 * 48.32 / 20 * 25 $127,565


1 * 5716.27 / 60 * 25 $2,382


56 * 66 * 15.47 / 100 * 25 *1.15

$16,438


$0 + $193,465 + $127,565+ $2,382 + $16,438

$339,850



Status : Original


Original Current






CSAH 46 TO 1.1 MI NORTH Termini CSAH 46 TO 1.1 MI NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 422104.65 / 60 * 25 *1.1

$212,811


1.1 * 2112 * 48.32 / 20 * 25 $140,321


1.1 * 5716.27 / 60 * 25 $2,620


$0 + $212,811 + $140,321+ $2,620

$355,752



Status : Original


Original Current






1.1 MI NORTH OF CSAH 46 TOCSAH 13

Termini 1.1 MI NORTH OF CSAH 46 TOCSAH 13










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 422104.65 / 60 * 25 *1.1

$174,118


0.9 * 2112 * 48.32 / 20 * 25 $114,808


0.9 * 5716.27 / 60 * 25 $2,144


$0 + $174,118 + $114,808+ $2,144

$291,070



Status : Original


Original Current






TH 11 TO 1.2 MI EAST Termini TH 11 TO 1.2 MI EAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 422104.65 / 60 * 25 *1.1

$232,158


1.2 * 2112 * 48.32 / 20 * 25 $153,078


1.2 * 5716.27 / 60 * 25 $2,858


$0 + $232,158 + $153,078+ $2,858

$388,094



Status : Original


Original Current






1.2 MI E OF TH 11 TO CSAH 35 Termini 1.2 MI E OF TH 11 TO CSAH 35












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 422104.65 / 60 * 25 *1.1

$135,425


0.7 * 2112 * 48.32 / 20 * 25 $89,295


0.7 * 5716.27 / 60 * 25 $1,667


$0 + $135,425 + $89,295 +$1,667

$226,387



Status : Original


Original Current

STRATHCONA Municipality STRATHCONA





TH 32 TO 2ND ST (STRATHCONA) Termini TH 32 TO 2ND ST (STRATHCONA)

42 Present AADT 39









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2397914.33 / 60 * 25* 1.15

$80,430


0.07 * 2904 * 48.32 / 15 * 25 $16,371


0.07 * 114614.69 / 60 * 25 $3,343


$0 + $80,430 + $16,371 +$3,343

$100,144



Status : Original


Original Current






TH 11 TO CSAH 17 (ROOSEVELT) Termini TH 11 TO CSAH 17 (ROOSEVELT)










Comments


Segment Override


Status: Original

Original Current


312211J USDOT Number 312211J


2 Mainline Tracks 2






Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.43 * 422104.65 / 60 * 25 *1.1

$83,190


0.43 * 2112 * 48.32 / 20 * 25 $54,853


0.43 * 5716.27 / 60 * 25 $1,024


1500 / 25 * 25 $1,500


30 * 1350 / 25 * 25 $40,500


$0 + $83,190 + $54,853 +$1,024 + $1,500 + $40,500

$181,067



Status : Original


Original Current






TH 11 THENCE SOUTH & EAST TOTH 89 (ROSEAU)

Termini TH 11 THENCE SOUTH & EAST TOTH 89 (ROSEAU)










RECONSTRUCTED UNDER SAP68-672-06. LOCAL $$ & SA FUNDSWERE USED FOR CONSTRUCTION

Comments RECONSTRUCTED UNDER SAP68-672-06. LOCAL $$ & SA FUNDSWERE USED FOR CONSTRUCTION


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.12 * 2397914.33 / 60 * 25* 1.15

$1,286,881


1.12 * 2904 * 48.32 / 15 * 25 $261,933


1.12 * 114614.69 / 60 * 25 $53,487


$0 + $1,286,881 + $261,933+ $53,487

$1,602,301



Status : Original


Original Current






TH 89 TO 2ND AVE SW (ROSEAU) Termini TH 89 TO 2ND AVE SW (ROSEAU)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2397914.33 / 60 * 25* 1.15

$206,820


0.18 * 2904 * 48.32 / 15 * 25 $42,096


0.18 * 114614.69 / 60 * 25 $8,596


$0 + $206,820 + $42,096 +$8,596

$257,512



Status : Original


Original Current






2ND AVE SW TO 2 AVE SE(ROSEAU)

Termini 2ND AVE SW TO 2 AVE SE(ROSEAU)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2397914.33 / 60 * 25* 1.15

$149,370


0.13 * 2904 * 48.32 / 15 * 25 $30,403


0.13 * 114614.69 / 60 * 25 $6,208


$0 + $149,370 + $30,403 +$6,208

$185,981



Status : Revised


Original Current






2ND AVE SE TO 3RD AVE NE(ROSEAU)

Termini 2ND AVE SE TO 3RD AVE NE(ROSEAU)










2016 SAP 068-672-008 BR DECKREHAB


Comments 2016 SAP 068-672-008 BR DECKREHAB



Segment Override

Bridge Information Status: Revised

Original Current


1.51 Milepoint 1.51




3 Number of Spans 3


54 Bridge Width 54


2016 SAP 068-672-008 BR DECKREHAB

Comments 2016 SAP 068-672-008 BR DECKREHAB




Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2397914.33 / 60 * 25* 1.15

$126,390


0.11 * 2904 * 48.32 / 15 * 25 $25,726


0.11 * 114614.69 / 60 * 25 $5,253


165.2 * 54 * 138 / 80 * 25 *1.15

$442,416


$0 + $126,390 + $25,726 +$5,253 + $442,416

$599,785



Status : Original


Original Current






3RD AVE NE TO 11TH AVE NE(ROSEAU)

Termini 3RD AVE NE TO 11TH AVE NE(ROSEAU)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 2397914.33 / 60 * 25* 1.15

$677,910


0.59 * 2904 * 48.32 / 15 * 25 $137,983


0.59 * 114614.69 / 60 * 25 $28,176


$0 + $677,910 + $137,983+ $28,176

$844,069



Status : Original


Original Current






TH 11 TO MAIN STREET (BADGER) Termini TH 11 TO MAIN STREET (BADGER)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 422104.65 / 60 * 25 *1.1

$30,954


0.16 * 2112 * 48.32 / 20 * 25 $20,410


0.16 * 5716.27 / 60 * 25 $381


$0 + $30,954 + $20,410 +$381

$51,745



Status : Original


Original Current






MAIN ST SO TO CSAH 2 (BADGER) Termini MAIN ST SO TO CSAH 2 (BADGER)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 422104.65 / 60 * 25 *1.1

$96,732


0.5 * 2112 * 48.32 / 20 * 25 $63,782


0.5 * 5716.27 / 60 * 25 $1,191


$0 + $96,732 + $63,782 +$1,191

$161,705



Status : Original


Original Current






CSAH 2 TO ATLANTIC AVE(BADGER)

Termini CSAH 2 TO ATLANTIC AVE(BADGER)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2397914.33 / 60 * 25* 1.15

$126,390


0.11 * 2904 * 48.32 / 15 * 25 $25,726


0.11 * 114614.69 / 60 * 25 $5,253


$0 + $126,390 + $25,726 +$5,253

$157,369



Status : Original


Original Current






ATLANTIC AVE TO BADGERCREEK (BADGER)

Termini ATLANTIC AVE TO BADGERCREEK (BADGER)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 422104.65 / 60 * 25 *1.1

$11,608


0.06 * 2112 * 48.32 / 20 * 25 $7,654


0.06 * 5716.27 / 60 * 25 $143


$0 + $11,608 + $7,654 +$143

$19,405



Status : Original


Original Current






BADGER CREEK TO TH 11(BADGER)

Termini BADGER CREEK TO TH 11(BADGER)












Segment Override


Original Current


0.91 Milepoint 0.91


BADGER CREEK Feature Crossed BADGER CREEK



14 Culvert Width 14

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 422104.65 / 60 * 25 *1.1

$67,713


0.35 * 2112 * 48.32 / 20 * 25 $44,648


0.35 * 5716.27 / 60 * 25 $834


60 * 99 * 15.47 / 100 * 25 *1.15

$26,419


$0 + $67,713 + $44,648 +$834 + $26,419

$139,614



Status : Original


Original Current






TH 11 TO MOODY ST (WARROAD) Termini TH 11 TO MOODY ST (WARROAD)










Comments


Segment Override


Status: Original

Original Current


312236E USDOT Number 312236E


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.33 * 2397914.33 / 60 * 25* 1.15

$379,170


0.33 * 2904 * 48.32 / 15 * 25 $77,177


0.33 * 114614.69 / 60 * 25 $15,760


325000 / 25 * 25 $325,000


80 * 1350 / 25 * 25 $108,000


$35,156 + $379,170 +$77,177 + $15,760 +$325,000 + $108,000

$940,263



Status : Original


Original Current






MOODY ST TO FOURTH AVE(WARROAD)

Termini MOODY ST TO FOURTH AVE(WARROAD)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 2397914.33 / 60 * 25* 1.15

$517,050


0.45 * 2904 * 48.32 / 15 * 25 $105,241


0.45 * 114614.69 / 60 * 25 $21,490


$0 + $517,050 + $105,241+ $21,490

$643,781



Status : Original


Original Current






LAKE ST TO MACKENZIE ST(WARROAD)

Termini LAKE ST TO MACKENZIE ST(WARROAD)










SAP 68-674-007, 2007 BIT SURF Comments SAP 68-674-007, 2007 BIT SURF


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2397914.33 / 60 * 25* 1.15

$160,860


0.14 * 2904 * 48.32 / 15 * 25 $32,742


0.14 * 114614.69 / 60 * 25 $6,686


$0 + $160,860 + $32,742 +$6,686

$200,288



Status : Original


Original Current






MACKENZIE ST TO 0.5 MI E OF TH313 (WARROAD)

Termini MACKENZIE ST TO 0.5 MI E OF TH313 (WARROAD)










SAP 68-674-007, 2007 BIT SURF Comments SAP 68-674-007, 2007 BIT SURF


Segment Override


Original Current


1.55 Milepoint 1.55


LAKE OF WOODS Feature Crossed LAKE OF WOODS


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.23 * 422104.65 / 60 * 25 *1.1

$237,961


1.23 * 2112 * 48.32 / 20 * 25 $156,905


1.23 * 5716.27 / 60 * 25 $2,930


93.3 * 35.5 * 152 / 80 * 25 *1.15

$180,926


$0 + $237,961 + $156,905+ $2,930 + $180,926

$578,722



Status : Original


Original Current






0.5 MI E TO TH 313 (WARROAD) Termini 0.5 MI E TO TH 313 (WARROAD)










Comments


Segment Override


Status: Original

Original Current


312237L USDOT Number 312237L


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 48.32 / 20 * 25 $71,755


0.5 * 85357.87 / 60 * 25 $17,783


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000


$0 + $234,194 + $71,755 +$17,783 + $325,000 +$54,000

$702,732



Status : Original


Original Current






LAKE ST N TO TH 11 ON CEDAR(WARROAD)

Termini LAKE ST N TO TH 11 ON CEDAR(WARROAD)












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.53 * 2397914.33 / 60 * 25* 1.15

$608,970


0.53 * 2904 * 48.32 / 15 * 25 $123,950


0.53 * 114614.69 / 60 * 25 $25,311


$35,156 + $608,970 +$123,950 + $25,311

$793,387



Status : Original


Original Current






CSAH NO 7 TO 1ST ST(GREENBUSH)

Termini CSAH NO 7 TO 1ST ST(GREENBUSH)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2397914.33 / 60 * 25* 1.15

$183,840


0.16 * 2904 * 48.32 / 15 * 25 $37,419


0.16 * 114614.69 / 60 * 25 $7,641


$0 + $183,840 + $37,419 +$7,641

$228,900



Status : Original


Original Current






FIRST ST TO CSAH 4(GREENBUSH)

Termini FIRST ST TO CSAH 4(GREENBUSH)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.43 * 422104.65 / 60 * 25 *1.1

$83,190


0.43 * 2112 * 48.32 / 20 * 25 $54,853


0.43 * 5716.27 / 60 * 25 $1,024


$0 + $83,190 + $54,853 +$1,024

$139,067



Status : Original


Original Current






ROSEAU HOSPITAL TO 3RD ST SE(ROSEAU)

Termini ROSEAU HOSPITAL TO 3RD ST SE(ROSEAU)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2397914.33 / 60 * 25* 1.15

$402,150


0.35 * 2904 * 48.32 / 15 * 25 $81,854


0.35 * 114614.69 / 60 * 25 $16,715


$0 + $402,150 + $81,854 +$16,715

$500,719



Status : Original


Original Current






3RD ST SE TO CENTER STREET(ROSEAU)

Termini 3RD ST SE TO CENTER STREET(ROSEAU)













Segment Override


Status: Original

Original Current



062406E USDOT Number 062406E


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 1021937.01 / 60 * 25* 1.1

$98,361


0.21 * 2376 * 48.32 / 20 * 25 $30,137


0.21 * 85357.87 / 60 * 25 $7,469


1500 / 25 * 25 $1,500


56 * 1350 / 25 * 25 $75,600


$0 + $98,361 + $30,137 +$7,469 + $1,500 + $75,600

$213,067



Status : Original


Original Current






5TH AVE SW TO 2ND AVE SE(ROSEAU)

Termini 5TH AVE SW TO 2ND AVE SE(ROSEAU)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 2397914.33 / 60 * 25* 1.15

$356,190


0.31 * 2904 * 48.32 / 15 * 25 $72,499


0.31 * 114614.69 / 60 * 25 $14,804


$0 + $356,190 + $72,499 +$14,804

$443,493



Status : Original


Original Current






TH 89 TO 0.1 MI WEST(WANNASKA)

Termini TH 89 TO 0.1 MI WEST(WANNASKA)










RECONSTRUCTED UNDER PLAN #68-678-001

Comments RECONSTRUCTED UNDER PLAN #68-678-001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2397914.33 / 60 * 25 *1.15

$114,900


0.1 * 2904 * 48.32 / 15 * 25 $23,387


0.1 * 114614.69 / 60 * 25 $4,776


$0 + $114,900 + $23,387 +$4,776

$143,063



Status : Original


Original Current






TH 11 TO 0.10 MI SOUTH ON MAIN(SALOL)

Termini TH 11 TO 0.10 MI SOUTH ON MAIN(SALOL)










Comments


Segment Override



Computation Result


0.1 * 211052.33 / 60 * 25 *1.1

$9,673


0.1 * 546 * 10.3 / 2 * 25 $7,030


0.1 * 0 / 60 * 25 $0


$9,673 + $7,030 + $0 $16,703

SANEEDS - CSAH - Segment Report Roadway Segment … · 2014 SAP 068-602-038 M&OL Comments 2014 SAP...

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