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

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WINONA Segment Nbr : 085-601-010

Original Current

LA CRESCENT Municipality LA CRESCENT

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO 0.5 MI N Termini S CO LINE TO 0.5 MI N

473 Present AADT 473

2015 Year of Count 2015

1.1 Projection Factor 1.1

473 Projected Traffic 473

RURAL Design Type RURAL

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

1994 Latest Year SA funds 1994

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SEGMENT IS ELIGIBLE FORREINSTATEMENT

Comments SEGMENT IS ELIGIBLE FORREINSTATEMENT

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

0.5 * 1018878.72 / 60 * 25 *1.1

$233,493

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 64.76 / 20 * 25 $85,483

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 30993.94 / 60 * 25 $6,457

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,493 + $85,483 +$6,457

$325,433



Status : Original


Original Current

LA CRESCENT Municipality LA CRESCENT





0.5 MI NO OF SO CO LINE TO NLIMS LA CRESCENT

Termini 0.5 MI NO OF SO CO LINE TO NLIMS LA CRESCENT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1018878.72 / 60 * 25 *1.1

$46,699


0.1 * 2112 * 64.76 / 20 * 25 $17,097


0.1 * 30993.94 / 60 * 25 $1,291


$0 + $46,699 + $17,097 +$1,291

$65,087



Status : Original


Original Current

Unassigned/Unknown Municipality Unassigned/Unknown





N LIMS LA CRESCENT TO 3.2 M N Termini N LIMS LA CRESCENT TO 3.2 M N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1018878.72 / 60 * 25 *1.1

$1,494,355


3.2 * 2112 * 64.76 / 20 * 25 $547,092


3.2 * 30993.94 / 60 * 25 $41,325


$0 + $1,494,355 + $547,092+ $41,325

$2,082,772



Status : Original


Original Current






3.2 MI N OF N LIMS LA CRESCENTTO CSAH 12

Termini 3.2 MI N OF N LIMS LA CRESCENTTO CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1018878.72 / 60 * 25 *1.1

$1,494,355


3.2 * 2112 * 64.76 / 20 * 25 $547,092


3.2 * 30993.94 / 60 * 25 $41,325


$0 + $1,494,355 + $547,092+ $41,325

$2,082,772



Status : Revised


Original Current


1 Segment Length 1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF



CSAH 29 TO 1.0 M E Termini CSAH 29 TO 1.0 M E

94 Present AADT 94









2016 SAP 085-602-044 OTTA SEALSURFACE HEMM TO .85 EAST

Comments 2016 SAP 085-602-044 OTTA SEALSURFACE HEMM TO .85 EAST


Segment Override



Computation Result


1 * 509439.36 / 60 * 25 * 1.1 $233,493


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


1 * 44376.19 / 60 * 25 $18,490

Total Segment Cost Construction +Preservation + ROW

$233,493 + $70,298 +$18,490

$322,281



Status : Revised


Original Current






1.0 MI E. OF CSAH 29 TO S. CO.LINE

Termini 1.0 MI E. OF CSAH 29 TO S. CO.LINE

94 Present AADT 94









2016 SAP 085-602-044 OTTA SEALSURFACE HEMM TO .85 EAST

COMBINED 602-020 AND 602-030.NEW BRIDGE 85553, BUILT UNDERSAP 85-602-03 ADDED. LET 7-21-04

Comments 2016 SAP 085-602-044 OTTA SEALSURFACE HEMM TO .85 EAST

COMBINED 602-020 AND 602-030.NEW BRIDGE 85553, BUILT UNDERSAP 85-602-03 ADDED. LET 7-21-04


Segment Override

Bridge Information Status: Original

Original Current

85525 Structure Number 85525

1.65 Milepoint 1.65

1981 Year Built 1981

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

35 Bridge Length 35

34 Bridge Width 34

100% Shared Structure 100%

Comments

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


Original Current


5.95 Milepoint 5.95


PINE CREEK Feature Crossed PINE CREEK


3 Number of Spans 3

99.5 Bridge Length 99.5

35.3 Bridge Width 35.3


Comments


Culvert Information Status: Original

Original Current


3.51 Milepoint 3.51




2 Number of Barrels 2

9 Culvert Width 9

5 Culvert Height 5

62 Culvert Length 62

68.99982817 Area of Waterway Opening 68.99982817


Comments

1 Culvert Group Code 1



Computation Result


5.5 * 509439.36 / 60 * 25 *1.1

$1,284,212


5.5 * 546 * 10.3 / 2 * 25 $386,636


5.5 * 44376.19 / 60 * 25 $101,695

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

35 * 34 * 152 / 80 * 25 *1.15

$65,004


99.5 * 35.3 * 152 / 80 * 25 *1.15

$191,862

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

62 * 68.99982817 * 15.47 /100 * 25 * 1.15

$19,027

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

$1,284,212 + $386,636 +$101,695 + $65,004 +$191,862 + $19,027

$2,048,436



Status : Original


Original Current






CSAH 12 TO 0.7 MI NE Termini CSAH 12 TO 0.7 MI NE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current






0.7 MI NE OF CSAH 12 TO 3.6 MINE OF CSAH 12

Termini 0.7 MI NE OF CSAH 12 TO 3.6 MINE OF CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1018878.72 / 60 * 25 *1.1

$1,354,260


2.9 * 2112 * 64.76 / 20 * 25 $495,803


2.9 * 30993.94 / 60 * 25 $37,451


$0 + $1,354,260 + $495,803+ $37,451

$1,887,514



Status : Original


Original Current


1 Segment Length 1



DIVIDED Existing Lane Description DIVIDED

3.6 MI NE OF CSAH 12 TO TH 14 &61

Termini 3.6 MI NE OF CSAH 12 TO TH 14 &61










COMPLETED GRADING AND BASEUNDER SAP 85-603-03 (LET 04-01-09). WILL BE SURFACED IN 2010WITH STATE AID FUNDS. JRB

AGGREGATE BASE ANDSURFACED W/ BITUMINOUSUNDER, 2010 OVERLAY SAP 85-603-04. LET 05-18-2010. JB

Comments COMPLETED GRADING AND BASEUNDER SAP 85-603-03 (LET 04-01-09). WILL BE SURFACED IN 2010WITH STATE AID FUNDS. JRB

AGGREGATE BASE ANDSURFACED W/ BITUMINOUSUNDER, 2010 OVERLAY SAP 85-603-04. LET 05-18-2010. JB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






TH 43 TO 0.5 MI E Termini TH 43 TO 0.5 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


$0 + $233,493 + $85,483 +$6,457

$325,433



Status : Original


Original Current






0.5 MI E TH 43 TO CSAH 17 Termini 0.5 MI E TH 43 TO CSAH 17










REVISED LENGTH STRUCTURE L-13062/3/06

Comments REVISED LENGTH STRUCTURE L-13062/3/06


Segment Override


Original Current


2.31 Milepoint 2.31


MONEY CREEK Feature Crossed MONEY CREEK


3 Number of Spans 3

90 Bridge Length 90

34 Bridge Width 34


Comments



Original Current

L1305 Structure Number L1305

1.59 Milepoint 1.59





10 Culvert Width 10

8 Culvert Height 8




Comments



Original Current


1.02 Milepoint 1.02





10 Culvert Width 10

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1018878.72 / 60 * 25 *1.1

$887,274


1.9 * 2112 * 64.76 / 20 * 25 $324,836


1.9 * 30993.94 / 60 * 25 $24,537


90 * 34 * 152 / 80 * 25 *1.15

$167,153


30 * 159.99999155 * 15.47 /100 * 25 * 1.15

$21,349


39 * 99.99986017 * 15.47 /100 * 25 * 1.15

$17,346

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

$0 + $887,274 + $324,836+ $24,537 + $167,153 +$21,349 + $17,346

$1,442,495



Status : Original


Original Current






S CO LINE TO 1.8 MI N Termini S CO LINE TO 1.8 MI N










BITUMINOUS PATCH WORK DONEON SOUTH APPROACH(85502)DUE TO FLOOD IN 2007 UNDER SP85-999-01 (30'X28' PATCH). 1-17-08.J.B.

Comments BITUMINOUS PATCH WORK DONEON SOUTH APPROACH(85502)DUE TO FLOOD IN 2007 UNDER SP85-999-01 (30'X28' PATCH). 1-17-08.J.B.


Segment Override


Original Current


0.41 Milepoint 0.41




4 Number of Spans 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


125.5 * 31.5 * 152 / 80 * 25* 1.15

$215,946

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

$0 + $840,575 + $307,740+ $23,245 + $215,946

$1,387,506



Status : Original


Original Current


1 Segment Length 1




1.8 M N OF S CO LINE TO CSAH 8 Termini 1.8 M N OF S CO LINE TO CSAH 8










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






CSAH 8 TO CO RD 125 Termini CSAH 8 TO CO RD 125










STRUCTURE 92621 ELIGIBLE TOBE REINSTATED. 2002

ENTERED NEW LENGTH FORSTRUCTURE 92621 2/3/06

Comments STRUCTURE 92621 ELIGIBLE TOBE REINSTATED. 2002



Segment Override


Original Current


2.83 Milepoint 2.83





10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


49 * 240.00052552 * 15.47 /100 * 25 * 1.15

$52,304

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

$0 + $373,589 + $136,773+ $10,331 + $52,304

$572,997



Status : Original


Original Current


1 Segment Length 1




CO RD 125 TO 1.3 M W OF CSAH12

Termini CO RD 125 TO 1.3 M W OF CSAH12










Comments


Segment Override


Original Current


3.62 Milepoint 3.62




2 Number of Spans 2




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


63.8 * 34.3 * 152 / 80 * 25 *1.15

$119,538


$0 + $466,986 + $170,966+ $12,914 + $119,538

$770,404



Status : Original


Original Current






1.3 MI W TO 0.1 MI W OF CSAH 12 Termini 1.3 MI W TO 0.1 MI W OF CSAH 12










AGREGATE BASE ANDBITUMINOUS SURFACED IN 2000.UNDER S.A.P. 85-605-19

Comments AGREGATE BASE ANDBITUMINOUS SURFACED IN 2000.UNDER S.A.P. 85-605-19


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






0.1 MI. W OF CSAH 12 TO CSAH12 Termini 0.1 MI. W OF CSAH 12 TO CSAH12





URBAN Design Type URBAN

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




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






TH 74 TO 0.5 MI NE Termini TH 74 TO 0.5 MI NE










RECLAIMED, RESURFACED IN2006 UNDER S.A.P. 85-606-17 (LET5/31/06)

Comments RECLAIMED, RESURFACED IN2006 UNDER S.A.P. 85-606-17 (LET5/31/06)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


$0 + $233,493 + $85,483 +$6,457

$325,433



Status : Original


Original Current


3 Segment Length 3




0.5 MI NE TH 74 TO CR 123 Termini 0.5 MI NE TH 74 TO CR 123












Comments ENTERED NEW LENGTH FORSTRUCTURE 92622 2/3/06



Segment Override


Original Current


1.53 Milepoint 1.53


TORKELSON CREEK Feature Crossed TORKELSON CREEK



10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 1018878.72 / 60 * 25 *1.1

$1,400,958


3 * 2112 * 64.76 / 20 * 25 $512,899


3 * 30993.94 / 60 * 25 $38,742


48 * 159.99999155 * 15.47 /100 * 25 * 1.15

$34,158


$0 + $1,400,958 + $512,899+ $38,742 + $34,158

$1,986,757



Status : Original


Original Current






CR 123 TO CSAH 35 Termini CR 123 TO CSAH 35













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






CSAH 35 TO CSAH 29 Termini CSAH 35 TO CSAH 29










2015 SAP 085-606-018 RC&OL JRB

CHANGED TERMINI AND LENGTHDUE TO SAP 085-606-018. JRB

Comments 2015 SAP 085-606-018 RC&OL JRB

CHANGED TERMINI AND LENGTHDUE TO SAP 085-606-018. JRB


Segment Override


Original Current

85J17 Structure Number 85J17

6.45 Milepoint 6.45





12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 1018878.72 / 60 * 25 *1.1

$2,008,040


4.3 * 2112 * 64.76 / 20 * 25 $735,156


4.3 * 30993.94 / 60 * 25 $55,531


74 * 167.9972203 * 15.47 /100 * 25 * 1.15

$55,292


$0 + $2,008,040 + $735,156+ $55,531 + $55,292

$2,854,019



Status : Original


Original Current






CSAH 12 TO 3.72 MILES NORTH Termini CSAH 12 TO 3.72 MILES NORTH










CHANGED TERMINI LENGTH 01-11-16. JRB

PLEASE ADD STRUCTURE 96756FROM 085-607-020 SEGEMENT TOTHIS ONE. JRB

2012 SAP 085-607-011 RECONST

Comments CHANGED TERMINI LENGTH 01-11-16. JRB

PLEASE ADD STRUCTURE 96756FROM 085-607-020 SEGEMENT TOTHIS ONE. JRB

2012 SAP 085-607-011 RECONST


Segment Override


Original Current


1.37 Milepoint 1.37





10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


2.24 Milepoint 2.24


BIG TROUT CREEK Feature Crossed BIG TROUT CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.72 * 1018878.72 / 60 * 25* 1.1

$1,737,188


3.72 * 2112 * 64.76 / 20 * 25 $635,995


3.72 * 30993.94 / 60 * 25 $48,041


84 * 120.00026276 * 15.47 /100 * 25 * 1.15

$44,832


54 * 245.00035707 * 15.47 /100 * 25 * 1.15

$58,842

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

$0 + $1,737,188 + $635,995+ $48,041 + $44,832 +$58,842

$2,524,898



Status : Original


Original Current






3.72 MILES NORTH OF CSAH 12TO 4.82 MILES NORTH OF CSAH12

Termini 3.72 MILES NORTH OF CSAH 12TO 4.82 MILES NORTH OF CSAH12










CHANGED TERMINI AND LENGTH01-12-16. JRB

PLEASE MOVE STRUCTURE 96756TO SEGMENT 085-607-010

2012 SAP 085-607-011 RECONST

REPLACED BRIDGE L1316 WITH85563 UNDER SAP 85-607-09. (LET06-17-09). JRB

Comments CHANGED TERMINI AND LENGTH01-12-16. JRB

PLEASE MOVE STRUCTURE 96756TO SEGMENT 085-607-010

2012 SAP 085-607-011 RECONST

REPLACED BRIDGE L1316 WITH85563 UNDER SAP 85-607-09. (LET06-17-09). JRB


Segment Override


Original Current


4.53 Milepoint 4.53




1 Number of Spans 1




Comments



Original Current


4.45 Milepoint 4.45




1 Number of Spans 1




Comments



Original Current


2.69 Milepoint 2.69





12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 2149219.78 / 60 * 25 *1.15

$1,132,818


1.1 * 2904 * 64.76 / 15 * 25 $344,782


1.1 * 26314.46 / 60 * 25 $12,061


63.9 * 25.6 * 152 / 80 * 25 *1.15

$89,358


42.458 * 37.667 * 152 / 80 *25 * 1.15

$87,360


70 * 144.00053059 * 15.47 /100 * 25 * 1.15

$44,832

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

$0 + $1,132,818 + $344,782+ $12,061 + $89,358 +$87,360 + $44,832

$1,711,211



Status : Original


Original Current






4.82 MILES NORTH OF CASH 12TO TH 14 + 61

Termini 4.82 MILES NORTH OF CASH 12TO TH 14 + 61










CHANGED SEGMENT LENGTHAND TERMINI. 01-12-16. JRB

Comments CHANGED SEGMENT LENGTHAND TERMINI. 01-12-16. JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.59 * 1018878.72 / 60 * 25* 1.1

$742,508


1.59 * 2112 * 64.76 / 20 * 25 $271,837


1.59 * 30993.94 / 60 * 25 $20,533


$0 + $742,508 + $271,837+ $20,533

$1,034,878



Status : Original


Original Current






CSAH 11 TO 1.2 MI E Termini CSAH 11 TO 1.2 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






1.2 M E CSAH 11 TO 1.6 M E CSAH11

Termini 1.2 M E CSAH 11 TO 1.6 M E CSAH11










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1018878.72 / 60 * 25 *1.1

$186,794


0.4 * 2112 * 64.76 / 20 * 25 $68,387


0.4 * 30993.94 / 60 * 25 $5,166


$0 + $186,794 + $68,387 +$5,166

$260,347



Status : Original


Original Current






1.6 M E CSAH 11 TO 1.7 M W CSAH5

Termini 1.6 M E CSAH 11 TO 1.7 M W CSAH5










MILLED AND RESURFACED IN2000 WITH COUNTY FUNDS

Comments MILLED AND RESURFACED IN2000 WITH COUNTY FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


$0 + $233,493 + $85,483 +$6,457

$325,433



Status : Original


Original Current






1.7 MI W TO 0.50 MI W CSAH 5 Termini 1.7 MI W TO 0.50 MI W CSAH 5










RECLAMATION AND OVERLAYUNDER SAP 85-608-08. APS

Comments RECLAMATION AND OVERLAYUNDER SAP 85-608-08. APS


Segment Override


Original Current


2.815 Milepoint 2.815



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


2.14 Milepoint 2.14



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


45 * 120.00026276 * 15.47 /100 * 25 * 1.15

$24,017


44 * 65.99992924 * 15.47 /100 * 25 * 1.15

$12,916


$0 + $560,383 + $205,160+ $15,497 + $24,017 +$12,916

$817,973



Status : Original


Original Current






0.5 MI W TO CSAH 5 Termini 0.5 MI W TO CSAH 5










RECLAMATION AND OVERLAYUNDER SAP 85-608-08. APS

STRUCTURE REINSTATED 2010. 2-08-11. JRB

Comments RECLAMATION AND OVERLAYUNDER SAP 85-608-08. APS

STRUCTURE REINSTATED 2010. 2-08-11. JRB


Segment Override


Original Current


3.64 Milepoint 3.64



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


48 * 65.99992924 * 15.47 /100 * 25 * 1.15

$14,090


$0 + $233,493 + $85,483 +$6,457 + $14,090

$339,523



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






0.1 MI E TO 3.4 MI NE OF CSAH 12 Termini 0.1 MI E TO 3.4 MI NE OF CSAH 12










Comments


Segment Override


Original Current


2.64 Milepoint 2.64


CEDAR CREEK Feature Crossed CEDAR CREEK

Type of Service

Number of Spans

64 Bridge Length 64

34 Bridge Width 34


Comments



Original Current


1.54 Milepoint 1.54



Type of Service


9 Culvert Width 9

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1018878.72 / 60 * 25 *1.1

$1,541,054


3.3 * 2112 * 64.76 / 20 * 25 $564,189


3.3 * 30993.94 / 60 * 25 $42,617


64 * 34 * 152 / 80 * 25 *1.15

$118,864


40 * 68.99982817 * 15.47 /100 * 25 * 1.15

$12,275

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

$0 + $1,541,054 + $564,189+ $42,617 + $118,864 +$12,275

$2,278,999



Status : Original


Original Current






3.4 MI N CSAH 12 TO TH 61 Termini 3.4 MI N CSAH 12 TO TH 61










2015 - CHANGE LENGTH ANDTERMINI 01-12-16. JRB

2014 SAP 085-609-018 RC&OL

Comments 2015 - CHANGE LENGTH ANDTERMINI 01-12-16. JRB

2014 SAP 085-609-018 RC&OL


Segment Override


Original Current


7.74 Milepoint 7.74



Type of Service

Number of Spans




Comments



Original Current


3.68 Milepoint 3.68



Type of Service

0 Number of Spans 0

78 Bridge Length 78

34 Bridge Width 34


Comments



Original Current


4.92 Milepoint 4.92



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


6.46 Milepoint 6.46



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.2 * 1018878.72 / 60 * 25 *1.1

$2,895,314


6.2 * 2112 * 64.76 / 20 * 25 $1,059,992


6.2 * 30993.94 / 60 * 25 $80,068


81.6 * 35.8 * 152 / 80 * 25 *1.15

$159,575


78 * 34 * 152 / 80 * 25 *1.15

$144,866


68 * 261.99978434 * 15.47 /100 * 25 * 1.15

$79,239


58 * 66.99989555 * 15.47 /100 * 25 * 1.15

$17,283

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

$0 + $2,895,314 +$1,059,992 + $80,068 +$159,575 + $144,866 +$79,239 + $17,283

$4,436,337



Status : Original


Original Current






W CO LINE TO TH 74 Termini W CO LINE TO TH 74













Segment Override


Original Current


0.36 Milepoint 0.36


TROUT RUN Feature Crossed TROUT RUN

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1018878.72 / 60 * 25 *1.1

$280,192


0.6 * 2112 * 64.76 / 20 * 25 $102,580


0.6 * 30993.94 / 60 * 25 $7,748


67.5 * 35.8 * 152 / 80 * 25 *1.15

$132,001


$0 + $280,192 + $102,580+ $7,748 + $132,001

$522,521



Status : Original


Original Current






SOUTH COUNTY LINE TO COUNTYROAD 103

Termini SOUTH COUNTY LINE TO COUNTYROAD 103










BITUMINOUS PATCH WORK DONEON PART OF THE SEGMENT DUETO FLOOD IN 2007 UNDER SP 85-999-01. 1-18-08. J.B.

GRADED 2010, SAP 85-997-016

Comments BITUMINOUS PATCH WORK DONEON PART OF THE SEGMENT DUETO FLOOD IN 2007 UNDER SP 85-999-01. 1-18-08. J.B.

GRADED 2010, SAP 85-997-016


Segment Override


Original Current


0.24 Milepoint 0.24


SILVER CREEK Feature Crossed SILVER CREEK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


129 * 89.00023076 * 15.47 /100 * 25 * 1.15

$51,063


$0 + $840,575 + $307,740+ $23,245 + $51,063

$1,222,623



Status : Original


Original Current






CR 103 TO CSAH 8 Termini CR 103 TO CSAH 8










BIT. RECLAMATION &RESURFACED IN 2008 UNDER 85-611-03. LET 6-25-08 J.B.AWARD 7/1/08 RLL

Comments BIT. RECLAMATION &RESURFACED IN 2008 UNDER 85-611-03. LET 6-25-08 J.B.AWARD 7/1/08 RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1018878.72 / 60 * 25 *1.1

$1,494,355


3.2 * 2112 * 64.76 / 20 * 25 $547,092


3.2 * 30993.94 / 60 * 25 $41,325


$0 + $1,494,355 + $547,092+ $41,325

$2,082,772



Status : Original


Original Current






CSAH 8 TO 1.6 MI NW Termini CSAH 8 TO 1.6 MI NW










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1018878.72 / 60 * 25 *1.1

$747,178


1.6 * 2112 * 64.76 / 20 * 25 $273,546


1.6 * 30993.94 / 60 * 25 $20,663


$0 + $747,178 + $273,546+ $20,663

$1,041,387



Status : Original


Original Current






1.6 MI NW OF CSAH 8 TO CSAH 12 Termini 1.6 MI NW OF CSAH 8 TO CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1018878.72 / 60 * 25 *1.1

$93,397


0.2 * 2112 * 64.76 / 20 * 25 $34,193


0.2 * 30993.94 / 60 * 25 $2,583


$0 + $93,397 + $34,193 +$2,583

$130,173



Status : Original


Original Current
















SEALCOATED IN 2009 UNDER SAP85-030-04. (LET 04-22-09) JRB

Comments SEALCOATED IN 2009 UNDER SAP85-030-04. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1018878.72 / 60 * 25 *1.1

$1,214,164


2.6 * 2112 * 64.76 / 20 * 25 $444,513


2.6 * 30993.94 / 60 * 25 $33,577


$0 + $1,214,164 + $444,513+ $33,577

$1,692,254



Status : Original


Original Current


3 Segment Length 3




2.6 MILES NE CSAH 25 TO TH 43AT WILSON

Termini 2.6 MILES NE CSAH 25 TO TH 43AT WILSON









THTB-CONST WITH TH FUNDSBEFORE RELEASE-APPRV NEEDSONLY

Special Message Code THTB-CONST WITH TH FUNDSBEFORE RELEASE-APPRV NEEDSONLY

MILLED AND RESURFACED IN2000 UNDER S.A.P. 85-612-22


Comments MILLED AND RESURFACED IN2000 UNDER S.A.P. 85-612-22



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1128323.19 / 60 * 25 *1.1

$1,551,444


3 * 2376 * 64.76 / 20 * 25 $577,012


3 * 22225.46 / 60 * 25 $27,782


$0 + $1,551,444 + $577,012+ $27,782

$2,156,238



Status : Original


Original Current






TH 43 AT WILSON TO 0.2 MILENORTH OF CSAH 9

Termini TH 43 AT WILSON TO 0.2 MILENORTH OF CSAH 9














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 1128323.19 / 60 * 25 *1.1

$2,120,307


4.1 * 2376 * 64.76 / 20 * 25 $788,583


4.1 * 22225.46 / 60 * 25 $37,968


$0 + $2,120,307 + $788,583+ $37,968

$2,946,858



Status : Original


Original Current






0.2 M N JCT CSAH 9 TO CSAH 9 Termini 0.2 M N JCT CSAH 9 TO CSAH 9









THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

SEGEMENT IS ELIGIBLE FORREINSTATEMENT 2002. ALSOTHERE IS 1000 FEET OF CURBAND GUTTER THAT WAS NOT ONFORM THAT SHOULD HAVE BEEN.


Comments SEGEMENT IS ELIGIBLE FORREINSTATEMENT 2002. ALSOTHERE IS 1000 FEET OF CURBAND GUTTER THAT WAS NOT ONFORM THAT SHOULD HAVE BEEN.



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2149219.78 / 60 * 25 *1.15

$205,967


0.2 * 2904 * 64.76 / 15 * 25 $62,688


0.2 * 26314.46 / 60 * 25 $2,193


$0 + $205,967 + $62,688 +$2,193

$270,848



Status : Original


Original Current






CSAH 9 TO 0.10 M S CSAH 9 Termini CSAH 9 TO 0.10 M S CSAH 9











SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002. ALSOADDED 1000 FEET OF CURB ANDGUTTER THAT SHOULD HAVEBEEN O FORM.

Comments SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002. ALSOADDED 1000 FEET OF CURB ANDGUTTER THAT SHOULD HAVEBEEN O FORM.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1128323.19 / 60 * 25 *1.1

$51,715


0.1 * 2376 * 64.76 / 20 * 25 $19,234


0.1 * 22225.46 / 60 * 25 $926


$0 + $51,715 + $19,234 +$926

$71,875



Status : Original


Original Current






0.1 M S OF CSAH 9 TO CSAH 17 Termini 0.1 M S OF CSAH 9 TO CSAH 17











SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002.

Comments SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1128323.19 / 60 * 25 *1.1

$103,430


0.2 * 2376 * 64.76 / 20 * 25 $38,467


0.2 * 22225.46 / 60 * 25 $1,852


$0 + $103,430 + $38,467 +$1,852

$143,749



Status : Original


Original Current






CSAH 17 TO TH 76 Termini CSAH 17 TO TH 76











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1128323.19 / 60 * 25 *1.1

$775,722


1.5 * 2376 * 64.76 / 20 * 25 $288,506


1.5 * 22225.46 / 60 * 25 $13,891


$0 + $775,722 + $288,506+ $13,891

$1,078,119



Status : Original


Original Current






TH 76 TO 0.2 M W OF CSAH 11 Termini TH 76 TO 0.2 M W OF CSAH 11










SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002

Comments SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1018878.72 / 60 * 25 *1.1

$793,876


1.7 * 2112 * 64.76 / 20 * 25 $290,643


1.7 * 30993.94 / 60 * 25 $21,954


$0 + $793,876 + $290,643+ $21,954

$1,106,473



Status : Original


Original Current






0.2 M W TO CSAH 11 Termini 0.2 M W TO CSAH 11










SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002.

Comments SEGMENT IS ELIGIBLE FORREINSTATEMENT 2002.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1018878.72 / 60 * 25 *1.1

$93,397


0.2 * 2112 * 64.76 / 20 * 25 $34,193


0.2 * 30993.94 / 60 * 25 $2,583


$0 + $93,397 + $34,193 +$2,583

$130,173



Status : Original


Original Current






CSAH 11 AT RIDGEWAY TO CSAH7

Termini CSAH 11 AT RIDGEWAY TO CSAH7










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.9 * 1018878.72 / 60 * 25 *1.1

$1,821,246


3.9 * 2112 * 64.76 / 20 * 25 $666,769


3.9 * 30993.94 / 60 * 25 $50,365


$0 + $1,821,246 + $666,769+ $50,365

$2,538,380



Status : Original


Original Current


2 Segment Length 2














MILLED AND RESURFACED IN2000 UNDERS S.A.P. 85-612-23

ELIGIBLE FOR REINSTATEMENT3/26/07

Comments MILLED AND RESURFACED IN2000 UNDERS S.A.P. 85-612-23



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1018878.72 / 60 * 25 *1.1

$933,972


2 * 2112 * 64.76 / 20 * 25 $341,933


2 * 30993.94 / 60 * 25 $25,828


$0 + $933,972 + $341,933+ $25,828

$1,301,733



Status : Original


Original Current






2.0 MI E TO 2.8 MI SE OF CSAH 7 Termini 2.0 MI E TO 2.8 MI SE OF CSAH 7










MILLED AND RESURFACE IN 2000UNDER S.A.P. 85-612-23

Comments MILLED AND RESURFACE IN 2000UNDER S.A.P. 85-612-23


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


$0 + $373,589 + $136,773+ $10,331

$520,693



Status : Original


Original Current






2.8 MI SE OF CSAH 7 TO CSAH 5 Termini 2.8 MI SE OF CSAH 7 TO CSAH 5










THE SOUTH 125' (0.02 MI.) OFSEGMENT HAS CURB ANDGUTTER LEFT AND RIGHT. TOTAL250' C. & G.

ALSO ADT GIVEN IS FROM I-90 TOTRUCK STOP. NORTH 500' (0.10MI.) OF SEGMENT

Comments THE SOUTH 125' (0.02 MI.) OFSEGMENT HAS CURB ANDGUTTER LEFT AND RIGHT. TOTAL250' C. & G.

ALSO ADT GIVEN IS FROM I-90 TOTRUCK STOP. NORTH 500' (0.10MI.) OF SEGMENT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 64.76 / 15 * 25 $94,032


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $94,032 +$3,289

$406,271



Status : Original


Original Current
















COMPLETE GRADING ANDSURFACING IN 2006 UNDER S.A.P.85-612-25 (SURFACING TO BEDONE SUMMER OF 2007).(LET6/19/06)

Comments COMPLETE GRADING ANDSURFACING IN 2006 UNDER S.A.P.85-612-25 (SURFACING TO BEDONE SUMMER OF 2007).(LET6/19/06)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1018878.72 / 60 * 25 *1.1

$747,178


1.6 * 2112 * 64.76 / 20 * 25 $273,546


1.6 * 30993.94 / 60 * 25 $20,663


$0 + $747,178 + $273,546+ $20,663

$1,041,387



Status : Original


Original Current






CSAH 1 TO 0.7 M W OF W LDAKOTA

Termini CSAH 1 TO 0.7 M W OF W LDAKOTA










MILLED AND RESURFACED WITHCOUNTY FUNDS IN 2000.

Comments MILLED AND RESURFACED WITHCOUNTY FUNDS IN 2000.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1018878.72 / 60 * 25 *1.1

$607,082


1.3 * 2112 * 64.76 / 20 * 25 $222,256


1.3 * 30993.94 / 60 * 25 $16,788


$0 + $607,082 + $222,256+ $16,788

$846,126



Status : Original


Original Current






0.7 M W TO W LIMS DAKOTA Termini 0.7 M W TO W LIMS DAKOTA










BITUMINOUS MILLING,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS

Comments BITUMINOUS MILLING,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current

DAKOTA Municipality DAKOTA





WEST CORPORATE LIMITS OFDAKOTA TO OLD TH 61

Termini WEST CORPORATE LIMITS OFDAKOTA TO OLD TH 61










BITUMINOUS MILLING,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS.

Comments BITUMINOUS MILLING,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS.


Segment Override


Original Current


25.613 Milepoint 25.613



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 1018878.72 / 60 * 25* 1.1

$182,125


0.39 * 2112 * 64.76 / 20 * 25 $66,677


0.39 * 30993.94 / 60 * 25 $5,037


46 * 80.00053397 * 15.47 /100 * 25 * 1.15

$16,367


$0 + $182,125 + $66,677 +$5,037 + $16,367

$270,206



Status : Original


Original Current






3RD STREET IN DRESBACH TO0.20 MILE NORTH

Termini 3RD STREET IN DRESBACH TO0.20 MILE NORTH











MILLED, AND RESURFACED IN2002 UNDER S.A.P. 85-612-24

Comments MILLED, AND RESURFACED IN2002 UNDER S.A.P. 85-612-24


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2149219.78 / 60 * 25 *1.15

$205,967


0.2 * 2904 * 64.76 / 15 * 25 $62,688


0.2 * 26314.46 / 60 * 25 $2,193


$0 + $205,967 + $62,688 +$2,193

$270,848



Status : Original


Original Current






0.2 MILE NORTH OF 3RD ST TO 0.7MILES NORTH OF 3RD ST

Termini 0.2 MILE NORTH OF 3RD ST TO 0.7MILES NORTH OF 3RD ST














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2149219.78 / 60 * 25 *1.15

$514,917


0.5 * 2904 * 64.76 / 15 * 25 $156,719


0.5 * 26314.46 / 60 * 25 $5,482


$0 + $514,917 + $156,719+ $5,482

$677,118



Status : Original


Original Current






0.7 MILE TO 0.8 MILE NORTH OF3RD STREET

Termini 0.7 MILE TO 0.8 MILE NORTH OF3RD STREET














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






0.8 MILE NORTH OF 3RD STREETTO SOUTH LIMITS OF DAKOTA

Termini 0.8 MILE NORTH OF 3RD STREETTO SOUTH LIMITS OF DAKOTA














Segment Override


Original Current


29.403 Milepoint 29.403


DAKOTA CREEK Feature Crossed DAKOTA CREEK


3 Number of Spans 3




VERIFIED CHANGES VIA BRIDGELOG

Comments VERIFIED CHANGES VIA BRIDGELOG




Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2149219.78 / 60 * 25 *1.15

$205,967


0.2 * 2904 * 64.76 / 15 * 25 $62,688


0.2 * 26314.46 / 60 * 25 $2,193


74.5 * 35.333 * 152 / 80 * 25* 1.15

$143,790


$0 + $205,967 + $62,688 +$2,193 + $143,790

$414,638



Status : Original


Original Current






SOUTH LIMITS OF DAKOTA TO0.14 MILE NORTH

Termini SOUTH LIMITS OF DAKOTA TO0.14 MILE NORTH











MILLED AND RESURFACE IN 2002UNDER S.A.P. 85-612-24

Comments MILLED AND RESURFACE IN 2002UNDER S.A.P. 85-612-24


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2149219.78 / 60 * 25* 1.15

$144,177


0.14 * 2904 * 64.76 / 15 * 25 $43,881


0.14 * 26314.46 / 60 * 25 $1,535


$0 + $144,177 + $43,881 +$1,535

$189,593



Status : Original


Original Current






0.14 MILE TO 0.59 MILE NORTH OFTHE SOUTH LIMITS OF DAKOTA

Termini 0.14 MILE TO 0.59 MILE NORTH OFTHE SOUTH LIMITS OF DAKOTA














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 1018878.72 / 60 * 25* 1.1

$210,144


0.45 * 2112 * 64.76 / 20 * 25 $76,935


0.45 * 30993.94 / 60 * 25 $5,811


$0 + $210,144 + $76,935 +$5,811

$292,890



Status : Original


Original Current






0.59 TO 0.70 MILE NORTH OF THESOUTH LIMITS OF DAKOTA

Termini 0.59 TO 0.70 MILE NORTH OF THESOUTH LIMITS OF DAKOTA














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2149219.78 / 60 * 25* 1.15

$113,282


0.11 * 2904 * 64.76 / 15 * 25 $34,478


0.11 * 26314.46 / 60 * 25 $1,206


$0 + $113,282 + $34,478 +$1,206

$148,966



Status : Original


Original Current






0.70 M TO 1.13 M N OF S LIMSDAKOTA

Termini 0.70 M TO 1.13 M N OF S LIMSDAKOTA














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.43 * 2149219.78 / 60 * 25* 1.15

$442,829


0.43 * 2904 * 64.76 / 15 * 25 $134,779


0.43 * 26314.46 / 60 * 25 $4,715


$0 + $442,829 + $134,779+ $4,715

$582,323



Status : Original


Original Current






1.13 M N OF S LIM TO CR 101 Termini 1.13 M N OF S LIM TO CR 101














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1018878.72 / 60 * 25* 1.1

$107,407


0.23 * 2112 * 64.76 / 20 * 25 $39,322


0.23 * 30993.94 / 60 * 25 $2,970


$0 + $107,407 + $39,322 +$2,970

$149,699



Status : Original


Original Current






SOUTH COUNTY LINE TO 0.10MILES NORTH

Termini SOUTH COUNTY LINE TO 0.10MILES NORTH










Comments


Segment Override


Original Current


0.08 Milepoint 0.08





10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0.1 * 509439.36 / 60 * 25 *1.1

$23,349


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


0.1 * 44376.19 / 60 * 25 $1,849


60 * 60.00013138 * 15.47 /100 * 25 * 1.15

$16,011

Total Segment Cost Construction +Preservation + ROW +Culvert

$23,349 + $7,030 + $1,849+ $16,011

$48,239



Status : Original


Original Current






0.10 M N TO 1.20 M NE OF SO COLINE

Termini 0.10 M N TO 1.20 M NE OF SO COLINE










BOX CULVERT 85J11 REPLACEDBRIDGE L-1329 AT SAMELOCATION UNDER S.A.P. 85-613-02

Comments BOX CULVERT 85J11 REPLACEDBRIDGE L-1329 AT SAMELOCATION UNDER S.A.P. 85-613-02


Segment Override


Original Current


0.89 Milepoint 0.89


Campbell Creek Feature Crossed Campbell Creek



10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


1.1 * 509439.36 / 60 * 25 *1.1

$256,842


1.1 * 546 * 10.3 / 2 * 25 $77,327


1.1 * 44376.19 / 60 * 25 $20,339


70 * 139.99958896 * 15.47 /100 * 25 * 1.15

$43,587


$256,842 + $77,327 +$20,339 + $43,587

$398,095



Status : Revised


Original Current






1.2 MI NE S CO LINE TO CSAH 11 Termini 1.2 MI NE S CO LINE TO CSAH 11










2016 SAP 085-613-003 OTTA SEALSURFACE CSAH 11 S 0.89M

Comments 2016 SAP 085-613-003 OTTA SEALSURFACE CSAH 11 S 0.89M


Segment Override



Computation Result


2.5 * 509439.36 / 60 * 25 *1.1

$583,733


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


2.5 * 44376.19 / 60 * 25 $46,225


$583,733 + $175,744 +$46,225

$805,702



Status : Original


Original Current







99 Present AADT 99









Comments


Segment Override



Computation Result


0.2 * 509439.36 / 60 * 25 *1.1

$46,699


0.2 * 546 * 10.3 / 2 * 25 $14,060


0.2 * 44376.19 / 60 * 25 $3,698


$46,699 + $14,060 + $3,698 $64,457



Status : Original


Original Current






0.2 MI E OF CSAH 33 TO 1.6 MI E Termini 0.2 MI E OF CSAH 33 TO 1.6 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1018878.72 / 60 * 25 *1.1

$653,781


1.4 * 2112 * 64.76 / 20 * 25 $239,353


1.4 * 30993.94 / 60 * 25 $18,080


$0 + $653,781 + $239,353+ $18,080

$911,214



Status : Original


Original Current






1.6 MI E TO 3.1 MI E CSAH 33 Termini 1.6 MI E TO 3.1 MI E CSAH 33










STRUCTURE 85J12 ADDED,CONSTRUCTED UNDER S.A.P. 85-614-02

Comments STRUCTURE 85J12 ADDED,CONSTRUCTED UNDER S.A.P. 85-614-02


Segment Override


Original Current


2.75 Milepoint 2.75


Rush Creek Trib Feature Crossed Rush Creek Trib



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1018878.72 / 60 * 25 *1.1

$700,479


1.5 * 2112 * 64.76 / 20 * 25 $256,450


1.5 * 30993.94 / 60 * 25 $19,371


56 * 60.00013138 * 15.47 /100 * 25 * 1.15

$14,944


$0 + $700,479 + $256,450+ $19,371 + $14,944

$991,244



Status : Original


Original Current


1 Segment Length 1




3.1 MI E OF CSAH 33 TO CSAH 29 Termini 3.1 MI E OF CSAH 33 TO CSAH 29










BITUMINOUS RECLAMATION ANDRESURFACING WITH COUNTYFUNDS IN 2001

Comments BITUMINOUS RECLAMATION ANDRESURFACING WITH COUNTYFUNDS IN 2001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current


2 Segment Length 2




CSAH 17 TO 3.1 MI S OF CR 122 Termini CSAH 17 TO 3.1 MI S OF CR 122










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1018878.72 / 60 * 25 *1.1

$933,972


2 * 2112 * 64.76 / 20 * 25 $341,933


2 * 30993.94 / 60 * 25 $25,828


$0 + $933,972 + $341,933+ $25,828

$1,301,733



Status : Original


Original Current






3.1 MI MI S OF CO RD 122 TO 0.1MI. N. OF CR 122

Termini 3.1 MI MI S OF CO RD 122 TO 0.1MI. N. OF CR 122










COMBINED SEGMENTS 85-615-020AND 85-615-021 INTO ONESEGMENT (85-615-020) ANDDELETED SEGMENT 85-615-021 IN2004.

Comments COMBINED SEGMENTS 85-615-020AND 85-615-021 INTO ONESEGMENT (85-615-020) ANDDELETED SEGMENT 85-615-021 IN2004.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1018878.72 / 60 * 25 *1.1

$1,494,355


3.2 * 2112 * 64.76 / 20 * 25 $547,092


3.2 * 30993.94 / 60 * 25 $41,325


$0 + $1,494,355 + $547,092+ $41,325

$2,082,772



Status : Original


Original Current


1 Segment Length 1




0.1 MI N TO 1.1 MI N CO RD 122 Termini 0.1 MI N TO 1.1 MI N CO RD 122










PLEASE REINSTATE SEGMENT2004

Comments PLEASE REINSTATE SEGMENT2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






1.1 MI N OF CO RD 122 TO HOMER Termini 1.1 MI N OF CO RD 122 TO HOMER










Comments


Segment Override


Original Current


6.56 Milepoint 6.56


HOMER CREEK Feature Crossed HOMER CREEK

Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments



Original Current


6.34 Milepoint 6.34



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 2149219.78 / 60 * 25 *1.15

$1,441,768


1.4 * 2904 * 64.76 / 15 * 25 $438,814


1.4 * 26314.46 / 60 * 25 $15,350


60 * 162.99989048 * 15.47 /100 * 25 * 1.15

$43,498


66 * 51.00043459 * 15.47 /100 * 25 * 1.15

$14,971


$0 + $1,441,768 + $438,814+ $15,350 + $43,498 +$14,971

$1,954,401



Status : Original


Original Current






HOMER TO 0.4 MI W Termini HOMER TO 0.4 MI W









THTB - PRIOR TO 1965 Special Message Code THTB - PRIOR TO 1965

Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2149219.78 / 60 * 25 *1.15

$411,934


0.4 * 2904 * 64.76 / 15 * 25 $125,375


0.4 * 26314.46 / 60 * 25 $4,386


$0 + $411,934 + $125,375+ $4,386

$541,695



Status : Original


Original Current






0.4 MI TO 1.7 MI W OF HOMER Termini 0.4 MI TO 1.7 MI W OF HOMER










Comments


Segment Override


Original Current


8.41 Milepoint 8.41




1 Number of Spans 1




VERIFIED VIA BRIDGE LOG Comments VERIFIED VIA BRIDGE LOG




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 2149219.78 / 60 * 25 *1.15

$1,338,785


1.3 * 2904 * 64.76 / 15 * 25 $407,470


1.3 * 26314.46 / 60 * 25 $14,254


82.854 * 42.667 * 152 / 80 *25 * 1.15

$193,107


$0 + $1,338,785 + $407,470+ $14,254 + $193,107

$1,953,616



Status : Original


Original Current






1.7 MI W OF HOMER TO E LIMWINONA

Termini 1.7 MI W OF HOMER TO E LIMWINONA










Comments


Segment Override


Original Current





Type of Service

Number of Spans

34 Bridge Length 34



Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


34 * 28.8 * 152 / 80 * 25 *1.15

$53,489


$0 + $326,890 + $119,676+ $9,040 + $53,489

$509,095



Status : Original


Original Current

WINONA Municipality WINONA





E LIM WINONA TO 0.13 MI W Termini E LIM WINONA TO 0.13 MI W










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 1018878.72 / 60 * 25* 1.1

$60,708


0.13 * 2112 * 64.76 / 20 * 25 $22,226


0.13 * 30993.94 / 60 * 25 $1,679


$0 + $60,708 + $22,226 +$1,679

$84,613



Status : Original


Original Current






0.13 M TO 0.66 M W OF E LIMWINONA

Termini 0.13 M TO 0.66 M W OF E LIMWINONA










MILLED AND RESURFACED IN2005 UNDER SAP 85-615-17LETTING DATE 5-18-05

Comments MILLED AND RESURFACED IN2005 UNDER SAP 85-615-17LETTING DATE 5-18-05


Segment Override


Original Current




PLEASANT VALLEY CREEK Feature Crossed PLEASANT VALLEY CREEK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.53 * 1128323.19 / 60 * 25* 1.1

$274,089


0.53 * 2376 * 64.76 / 20 * 25 $101,939


0.53 * 22225.46 / 60 * 25 $4,908


87 * 191.99998986 * 15.47 /100 * 25 * 1.15

$74,293


$0 + $274,089 + $101,939+ $4,908 + $74,293

$455,229



Status : Original


Original Current






0.66 MI W OF E LIM TO CSAH 17 Termini 0.66 MI W OF E LIM TO CSAH 17










MILLED AND RESURFACED IN2005 UNDER SAP 85-615-17.LETTING DATE 5-18-05.

Comments MILLED AND RESURFACED IN2005 UNDER SAP 85-615-17.LETTING DATE 5-18-05.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2149219.78 / 60 * 25* 1.15

$185,370


0.18 * 2904 * 64.76 / 15 * 25 $56,419


0.18 * 26314.46 / 60 * 25 $1,974


$0 + $185,370 + $56,419 +$1,974

$243,763



Status : Original


Original Current






CSAH 12 TO 0.10 MI SO Termini CSAH 12 TO 0.10 MI SO










AGGREGATE BASE ANDSURFACED IN 2000UNDER S.A.P. 85-616-07. SPLITFROM SEGMENT 85-616-010 IN2000.

Comments AGGREGATE BASE ANDSURFACED IN 2000UNDER S.A.P. 85-616-07. SPLITFROM SEGMENT 85-616-010 IN2000.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






0.10 MI SOUTH OF CSAH 12 TO 1.0MI SO OF CSAH 12.

Termini 0.10 MI SOUTH OF CSAH 12 TO 1.0MI SO OF CSAH 12.










AGGREGATE BASE ANDSURFACED IN 2000UNDER S.A.P. 85-616-07.SEGMENT LENGTH DECREASED0.10 MILES DUE TO ADDITION OFSEGMENT 85-616-005.

Comments AGGREGATE BASE ANDSURFACED IN 2000UNDER S.A.P. 85-616-07.SEGMENT LENGTH DECREASED0.10 MILES DUE TO ADDITION OFSEGMENT 85-616-005.


Segment Override


Original Current


0.74 Milepoint 0.74


ROSE VALLEY CREEK Feature Crossed ROSE VALLEY CREEK

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1018878.72 / 60 * 25 *1.1

$420,287


0.9 * 2112 * 64.76 / 20 * 25 $153,870


0.9 * 30993.94 / 60 * 25 $11,623


44 * 197.99978772 * 15.47 /100 * 25 * 1.15

$38,748


$0 + $420,287 + $153,870+ $11,623 + $38,748

$624,528



Status : Original


Original Current






1.0 MI SO OF CSAH 12 TO 2.5 MISE OF CSAH 12

Termini 1.0 MI SO OF CSAH 12 TO 2.5 MISE OF CSAH 12










COMBINED SEGMENTS 85-616-020, 85-616-030, 85-616-040 INTOONE SEGMENT (85-616-020) ANDDELETED SEGMENTS 85-616-030,85-616-040 IN 2004. BRIDGE93548 ENTERED AS NEWSTRUCTURE DUE TO COMBINGSEGMENTS. 2004

Comments COMBINED SEGMENTS 85-616-020, 85-616-030, 85-616-040 INTOONE SEGMENT (85-616-020) ANDDELETED SEGMENTS 85-616-030,85-616-040 IN 2004. BRIDGE93548 ENTERED AS NEWSTRUCTURE DUE TO COMBINGSEGMENTS. 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1018878.72 / 60 * 25 *1.1

$700,479


1.5 * 2112 * 64.76 / 20 * 25 $256,450


1.5 * 30993.94 / 60 * 25 $19,371


$0 + $700,479 + $256,450+ $19,371

$976,300



Status : Original


Original Current






2.5 MI SE CSAH 12 TO 0.4 MI NOOF SO CO LINE

Termini 2.5 MI SE CSAH 12 TO 0.4 MI NOOF SO CO LINE










Comments


Segment Override


Original Current


2.82 Milepoint 2.82


ROSE VALLEY CREEK Feature Crossed ROSE VALLEY CREEK

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


2.5 * 509439.36 / 60 * 25 *1.1

$583,733


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


2.5 * 44376.19 / 60 * 25 $46,225


66 * 131.99985848 * 15.47 /100 * 25 * 1.15

$38,748


$583,733 + $175,744 +$46,225 + $38,748

$844,450



Status : Original


Original Current






0.4 MI NO OF SO CO LINE TO SOCO LINE

Termini 0.4 MI NO OF SO CO LINE TO SOCO LINE










SEGMENT ELIGIBLE FORREINSTATEMENT 3/16/07.

Comments SEGMENT ELIGIBLE FORREINSTATEMENT 3/16/07.


Segment Override



Computation Result


0.4 * 509439.36 / 60 * 25 *1.1

$93,397


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


0.4 * 44376.19 / 60 * 25 $7,396


$93,397 + $28,119 + $7,396 $128,912



Status : Original


Original Current






TH 76 TO CSAH 4 Termini TH 76 TO CSAH 4

88 Present AADT 88









Comments


Segment Override


Original Current


0.15 Milepoint 0.15


COREY CREEK Feature Crossed COREY CREEK

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


3.8 * 509439.36 / 60 * 25 *1.1

$887,274


3.8 * 546 * 10.3 / 2 * 25 $267,131


3.8 * 44376.19 / 60 * 25 $70,262


56 * 131.99985848 * 15.47 /100 * 25 * 1.15

$32,877


$887,274 + $267,131 +$70,262 + $32,877

$1,257,544



Status : Original


Original Current


2 Segment Length 2





94 Present AADT 94









Comments


Segment Override



Computation Result


2 * 509439.36 / 60 * 25 * 1.1 $466,986


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


2 * 44376.19 / 60 * 25 $36,980


$466,986 + $140,595 +$36,980

$644,561



Status : Original


Original Current






CSAH 19 TO 1.2 MILES EAST Termini CSAH 19 TO 1.2 MILES EAST

94 Present AADT 94









Comments


Segment Override



Computation Result


1.2 * 509439.36 / 60 * 25 *1.1

$280,192


1.2 * 546 * 10.3 / 2 * 25 $84,357


1.2 * 44376.19 / 60 * 25 $22,188


$280,192 + $84,357 +$22,188

$386,737



Status : Original


Original Current






1.2 MI E TO 2.4 MI NE CSAH 19 Termini 1.2 MI E TO 2.4 MI NE CSAH 19










Comments


Segment Override


Original Current


7.36 Milepoint 7.36



Type of Service

Number of Spans

64 Bridge Length 64

34 Bridge Width 34


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


64 * 34 * 152 / 80 * 25 *1.15

$118,864


$0 + $560,383 + $205,160+ $15,497 + $118,864

$899,904



Status : Original


Original Current






2.4 MI E OF CSAH 19 TO 3.0 M NEOF CSAH 19

Termini 2.4 MI E OF CSAH 19 TO 3.0 M NEOF CSAH 19










SOUTH 3500' OF SEGMENT WASRESURFACED WITH COUNTYFUNDS IN 2004. ALSO HAD 2100'OF TRAFFIC BARRIERINSTALLED.

(NEW SEGMENT CREATED FROMPORTIONS OF 85-617-040 AND -050, APPEARS THAT TERMINI OFORIGINAL SEGMENTS WERE INERROR PREVIOUSLY. 2-8-05 APS)

Comments SOUTH 3500' OF SEGMENT WASRESURFACED WITH COUNTYFUNDS IN 2004. ALSO HAD 2100'OF TRAFFIC BARRIERINSTALLED.

(NEW SEGMENT CREATED FROMPORTIONS OF 85-617-040 AND -050, APPEARS THAT TERMINI OFORIGINAL SEGMENTS WERE INERROR PREVIOUSLY. 2-8-05 APS)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1018878.72 / 60 * 25 *1.1

$280,192


0.6 * 2112 * 64.76 / 20 * 25 $102,580


0.6 * 30993.94 / 60 * 25 $7,748


$0 + $280,192 + $102,580+ $7,748

$390,520



Status : Original


Original Current






3.0 MI NE OF CSAH 19 TO 1.1 M SOF CSAH 12

Termini 3.0 MI NE OF CSAH 19 TO 1.1 M SOF CSAH 12










RECLAMED AND RESURFACED IN2007. UNDER SAP 85-617-21. 1-16-08 J.B.

Comments RECLAMED AND RESURFACED IN2007. UNDER SAP 85-617-21. 1-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






1.1 M S TO CSAH 12 Termini 1.1 M S TO CSAH 12













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1018878.72 / 60 * 25 *1.1

$513,685


1.1 * 2112 * 64.76 / 20 * 25 $188,063


1.1 * 30993.94 / 60 * 25 $14,206


$0 + $513,685 + $188,063+ $14,206

$715,954



Status : Original


Original Current






CSAH 9 TO 0.10 MI N Termini CSAH 9 TO 0.10 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1128323.19 / 60 * 25 *1.1

$51,715


0.1 * 2376 * 64.76 / 20 * 25 $19,234


0.1 * 22225.46 / 60 * 25 $926


$0 + $51,715 + $19,234 +$926

$71,875



Status : Original


Original Current






0.10 M TI 0.3 M N OF CSAH 9 Termini 0.10 M TI 0.3 M N OF CSAH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1128323.19 / 60 * 25 *1.1

$103,430


0.2 * 2376 * 64.76 / 20 * 25 $38,467


0.2 * 22225.46 / 60 * 25 $1,852


$0 + $103,430 + $38,467 +$1,852

$143,749



Status : Original


Original Current






0.3 M TO 1.7 M N OF CSAH 9 Termini 0.3 M TO 1.7 M N OF CSAH 9










SURFACING IN 1995 UNDER SAP85-617-10. APS. A LOCALLYFUNDED PROJECT.

5080 FEET OF TRAFFIC BARRIERTO BE INSTALLED IN 2006.LETTING DATE 10-26-05. UNDERS.A.P. 85-617-20

STRUCTURE L-1334 ELIGIBLE FORREINSTATEMNET 2-8-06.

BITUMINOUS PATCH WAS DONEDUE TO FLOOD IN 2007 UNDERSP85-999-01. 1-18-08 J.B.

Comments SURFACING IN 1995 UNDER SAP85-617-10. APS. A LOCALLYFUNDED PROJECT.

5080 FEET OF TRAFFIC BARRIERTO BE INSTALLED IN 2006.LETTING DATE 10-26-05. UNDERS.A.P. 85-617-20

STRUCTURE L-1334 ELIGIBLE FORREINSTATEMNET 2-8-06.

BITUMINOUS PATCH WAS DONEDUE TO FLOOD IN 2007 UNDERSP85-999-01. 1-18-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1128323.19 / 60 * 25 *1.1

$724,007


1.4 * 2376 * 64.76 / 20 * 25 $269,272


1.4 * 22225.46 / 60 * 25 $12,965


$0 + $724,007 + $269,272+ $12,965

$1,006,244



Status : Original


Original Current






1.7 MI TO 4.4 MI N OF CSAH 9 Termini 1.7 MI TO 4.4 MI N OF CSAH 9










RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-617-08

Comments RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-617-08


Segment Override


Original Current




PLEASANT VALLEY CREEK Feature Crossed PLEASANT VALLEY CREEK

Type of Service


10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1128323.19 / 60 * 25 *1.1

$1,396,300


2.7 * 2376 * 64.76 / 20 * 25 $519,310


2.7 * 22225.46 / 60 * 25 $25,004


52 * 199.99972034 * 15.47 /100 * 25 * 1.15

$46,255


$0 + $1,396,300 + $519,310+ $25,004 + $46,255

$1,986,869



Status : Original


Original Current






4.4 TO 4.8 MI N OF CSAH 9 Termini 4.4 TO 4.8 MI N OF CSAH 9















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1128323.19 / 60 * 25 *1.1

$206,859


0.4 * 2376 * 64.76 / 20 * 25 $76,935


0.4 * 22225.46 / 60 * 25 $3,704


$0 + $206,859 + $76,935 +$3,704

$287,498



Status : Original


Original Current






4.8 MI N CSAH 9 TO 5.5 MI N CSAH9

Termini 4.8 MI N CSAH 9 TO 5.5 MI N CSAH9










Comments


Segment Override


Original Current


160.81 Milepoint 160.81


TRIB TO PLEASANT VALLEY Feature Crossed TRIB TO PLEASANT VALLEY



8 Culvert Width 8

7 Culvert Height 7




Comments



Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1128323.19 / 60 * 25 *1.1

$362,004


0.7 * 2376 * 64.76 / 20 * 25 $134,636


0.7 * 22225.46 / 60 * 25 $6,482


88 * 112.00053228 * 15.47 /100 * 25 * 1.15

$43,836


56 * 131.99985848 * 15.47 /100 * 25 * 1.15

$32,877


$0 + $362,004 + $134,636+ $6,482 + $43,836 +$32,877

$579,835



Status : Original


Original Current






5.5 MI N OF CSAH 9 TO S LIMSWINONA

Termini 5.5 MI N OF CSAH 9 TO S LIMSWINONA










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2149219.78 / 60 * 25 *1.15

$514,917


0.5 * 2904 * 64.76 / 15 * 25 $156,719


0.5 * 26314.46 / 60 * 25 $5,482


$0 + $514,917 + $156,719+ $5,482

$677,118



Status : Original


Original Current






S LIMS WINONA TO 0.3 M N Termini S LIMS WINONA TO 0.3 M N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 64.76 / 15 * 25 $94,032


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $94,032 +$3,289

$406,271



Status : Original


Original Current






0.30 M N TO 0.60 M N OF S LIMSWINONA

Termini 0.30 M N TO 0.60 M N OF S LIMSWINONA










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 64.76 / 15 * 25 $94,032


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $94,032 +$3,289

$406,271



Status : Original


Original Current






0.60 M N OF SO LIM WINONA TOTH 43

Termini 0.60 M N OF SO LIM WINONA TOTH 43










Comments


Segment Override


Original Current




BURNS VALLEY CREEK Feature Crossed BURNS VALLEY CREEK

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 3911720.79 / 60 * 25 *1.15

$749,746


0.4 * 3696 * 64.76 / 15 * 25 $159,569


0.4 * 858567.18 / 60 * 25 $143,095


143.3 * 87.3 * 152 / 80 * 25* 1.15

$683,364


$35,156 + $749,746 +$159,569 + $143,095 +$683,364

$1,770,930



Status : Revised


Original Current

UTICA Municipality UTICA





TH 14 TO S LIM UTICA Termini TH 14 TO S LIM UTICA










BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-618-08

COMBINED SEGMENTS 85-618-010, 85-618-020 INTO ONESEGMENT (85-618-010) ANDDELETED SEGMENT 85-618-020 IN2004

SEALCOATED IN 2008 UNDER SAP85-618-08. LET 06-25-08 J.B.AWARD 7/1/08 RLL

Comments BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-618-08




Segment Override

RailRoadCrossingInformation

Status: Revised

Original Current

DAKOTA, MINNESOTA ANDEASTERN RAILROAD

RailRoad Name DAKOTA, MINNESOTA ANDEASTERN RAILROAD

193247L USDOT Number 193247L

0.44 Located at Milepoint 0.44

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

2016 Last Year Protection Upgraded 2016

32 Crossing Length 32

0 Last Year Surfaced 0

100% Percentage of Cost 100%

2016 SAP 085-618-009 WAS NOTUPDATED IN RR DATABASE, BUTNOTICED GATES IN DBASE ANDUPDATED HERE. VERIFIEDCROSSING LENGTH AS WELL, JP

NEW CROSSING WAS INSTALLED2004 AT NO COST TO COUNTY

Comments 2016 SAP 085-618-009 WAS NOTUPDATED IN RR DATABASE, BUTNOTICED GATES IN DBASE ANDUPDATED HERE. VERIFIEDCROSSING LENGTH AS WELL, JP

NEW CROSSING WAS INSTALLED2004 AT NO COST TO COUNTY



Computation Result


0 * 56250 / 40 * 25 $0


0.98 * 1018878.72 / 60 * 25* 1.1

$457,646


0.98 * 2112 * 64.76 / 20 * 25 $167,547


0.98 * 30993.94 / 60 * 25 $12,656

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

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 + $457,646 + $167,547+ $12,656 + $325,000 +$43,200

$1,006,049



Status : Original


Original Current






S LIM UTICA TO BURT RD Termini S LIM UTICA TO BURT RD

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 1018878.72 / 60 * 25* 1.1

$242,833


0.52 * 2112 * 64.76 / 20 * 25 $88,903


0.52 * 30993.94 / 60 * 25 $6,715


$0 + $242,833 + $88,903 +$6,715

$338,451



Status : Original


Original Current






BURT RD TO CSAH 29 Termini BURT RD TO CSAH 29










BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-618-06PLANS ARE BEING REVIEWED INHOUSE FOR 14' X 12' X 106' BOXCULVERT UNDER S.A.P. 85-618-07.

BRIDGE L-1337 REPLACED BY85J22 IN 2006 UNDER S.A.P. 85-618-07 WITH COUNTY FUNDS

SAP 85-618-008 BIT SEAL COAT2008AWARD 7/1/08 RLL

SEALCOATED IN 2008 UNDER SAP85-618-08 LET 6-25-08 J.B.

Comments BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERS.A.P. 85-618-06PLANS ARE BEING REVIEWED INHOUSE FOR 14' X 12' X 106' BOXCULVERT UNDER S.A.P. 85-618-07.

BRIDGE L-1337 REPLACED BY85J22 IN 2006 UNDER S.A.P. 85-618-07 WITH COUNTY FUNDS

SAP 85-618-008 BIT SEAL COAT2008AWARD 7/1/08 RLL

SEALCOATED IN 2008 UNDER SAP85-618-08 LET 6-25-08 J.B.


Segment Override


Original Current


4.19 Milepoint 4.19


RUSH CREEK Feature Crossed RUSH CREEK



14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 1018878.72 / 60 * 25 *1.1

$1,634,451


3.5 * 2112 * 64.76 / 20 * 25 $598,382


3.5 * 30993.94 / 60 * 25 $45,199


96 * 167.99972203 * 15.47 /100 * 25 * 1.15

$71,731


$0 + $1,634,451 + $598,382+ $45,199 + $71,731

$2,349,763



Status : Original


Original Current






CSAH 17 TO 0.20 MILESNORTHERLY

Termini CSAH 17 TO 0.20 MILESNORTHERLY

83 Present AADT 83









Comments


Segment Override


Original Current


0.04 Milepoint 0.04




3 Number of Spans 3

107 Bridge Length 107

34 Bridge Width 34


Comments




Computation Result


0.2 * 509439.36 / 60 * 25 *1.1

$46,699


0.2 * 546 * 10.3 / 2 * 25 $14,060


0.2 * 44376.19 / 60 * 25 $3,698


107 * 34 * 152 / 80 * 25 *1.15

$198,726

Total Segment Cost Construction +Preservation + ROW +Bridge

$46,699 + $14,060 + $3,698+ $198,726

$263,183



Status : Original


Original Current






0.20 MILES TO 1.1 MI NORTH OFCASH 17

Termini 0.20 MILES TO 1.1 MI NORTH OFCASH 17

83 Present AADT 83









Comments


Segment Override


Original Current


1.08 Milepoint 1.08





14 Culvert Width 14

8 Culvert Height 8


224 Area of Waterway Opening 224


VERIFIED VIA BR LOG

INSTALLED SAP 085-997-012 JRB

Comments VERIFIED VIA BR LOG

INSTALLED SAP 085-997-012 JRB




Computation Result


0.9 * 509439.36 / 60 * 25 *1.1

$210,144


0.9 * 546 * 10.3 / 2 * 25 $63,268


0.9 * 44376.19 / 60 * 25 $16,641


50 * 224 * 15.47 / 100 * 25 *1.15

$49,813


$210,144 + $63,268 +$16,641 + $49,813

$339,866



Status : Original


Original Current






1.1 MI TO 2.5 MI N OF CSAH 17 Termini 1.1 MI TO 2.5 MI N OF CSAH 17










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1018878.72 / 60 * 25 *1.1

$653,781


1.4 * 2112 * 64.76 / 20 * 25 $239,353


1.4 * 30993.94 / 60 * 25 $18,080


$0 + $653,781 + $239,353+ $18,080

$911,214



Status : Original


Original Current






2.5 MI NO TO 5.1 MI NO OF CSAH17

Termini 2.5 MI NO TO 5.1 MI NO OF CSAH17










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1018878.72 / 60 * 25 *1.1

$1,214,164


2.6 * 2112 * 64.76 / 20 * 25 $444,513


2.6 * 30993.94 / 60 * 25 $33,577


$0 + $1,214,164 + $444,513+ $33,577

$1,692,254



Status : Original


Original Current






5.1 MI NO OF CSAH 17 TO TH 43 Termini 5.1 MI NO OF CSAH 17 TO TH 43










BITUMINOUS RECLAIM,BITUMINOUS SURFACE , ANDAGGREGATE SHOULDERING IN2002 UNDER S.A.P. 85-619-05

Comments BITUMINOUS RECLAIM,BITUMINOUS SURFACE , ANDAGGREGATE SHOULDERING IN2002 UNDER S.A.P. 85-619-05


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


$0 + $373,589 + $136,773+ $10,331

$520,693



Status : Original


Original Current


1 Segment Length 1




CSAH 27 TO 1.0 MI S Termini CSAH 27 TO 1.0 MI S










RECLAMED AND RESURFACED IN2007 UNDER SAP 85-620-10. 1-16-08 J.B.

Comments RECLAMED AND RESURFACED IN2007 UNDER SAP 85-620-10. 1-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






1.0 MI S OF CSAH 27 TO CSAH 25 Termini 1.0 MI S OF CSAH 27 TO CSAH 25










SEGMENT ELIGABLE FORREINSTATEMENT. 1-13-09. JB.

Comments SEGMENT ELIGABLE FORREINSTATEMENT. 1-13-09. JB.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1018878.72 / 60 * 25 *1.1

$1,214,164


2.6 * 2112 * 64.76 / 20 * 25 $444,513


2.6 * 30993.94 / 60 * 25 $33,577


$0 + $1,214,164 + $444,513+ $33,577

$1,692,254



Status : Original


Original Current






E JCT CSAH 25 TO 0.7 MI E Termini E JCT CSAH 25 TO 0.7 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current






0.7 M TO 1.5 M E OF E CSAH 25 Termini 0.7 M TO 1.5 M E OF E CSAH 25










ADDED STRUCTURE 85J09 115" X72" SPAN R.C.P.A. STRUCTUREWAS BUILT IN 1996, BUT ADDEDTO DATABASE IN 2002.

Comments ADDED STRUCTURE 85J09 115" X72" SPAN R.C.P.A. STRUCTUREWAS BUILT IN 1996, BUT ADDEDTO DATABASE IN 2002.


Segment Override


Original Current





OTHER Type of Service OTHER


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


76 * 43.99959403 * 15.47 /100 * 25 * 1.15

$14,873


$0 + $373,589 + $136,773+ $10,331 + $14,873

$535,566



Status : Original


Original Current






1.5 MI E CSAH 25 TO W LIMSTOCKTON

Termini 1.5 MI E CSAH 25 TO W LIMSTOCKTON










COMBINED SEGMENTS 85-620-050, 85-620-051, 85-620-052 INTOONE SEGMENT (85-620-050) ANDDELETED SEGMENTS 85-620-051,85-620-052. STRUCTURE 91758WAS ADDED TO SEGMENT DUETO COMBINING 2004.

Comments COMBINED SEGMENTS 85-620-050, 85-620-051, 85-620-052 INTOONE SEGMENT (85-620-050) ANDDELETED SEGMENTS 85-620-051,85-620-052. STRUCTURE 91758WAS ADDED TO SEGMENT DUETO COMBINING 2004.


Segment Override


Original Current


6.68 Milepoint 6.68





7 Culvert Width 7

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


74 * 101.99979279 * 15.47 /100 * 25 * 1.15

$33,571


$0 + $560,383 + $205,160+ $15,497 + $33,571

$814,611



Status : Original


Original Current

STOCKTON Municipality STOCKTON





W LIMS STOCKTON TO TH 14 Termini W LIMS STOCKTON TO TH 14










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1018878.72 / 60 * 25* 1.1

$70,048


0.15 * 2112 * 64.76 / 20 * 25 $25,645


0.15 * 30993.94 / 60 * 25 $1,937


$0 + $70,048 + $25,645 +$1,937

$97,630



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1128323.19 / 60 * 25 *1.1

$413,719


0.8 * 2376 * 64.76 / 20 * 25 $153,870


0.8 * 22225.46 / 60 * 25 $7,408


$0 + $413,719 + $153,870+ $7,408

$574,997



Status : Original


Original Current






CSAH 44 TO 3.5 MILES NW OF TH43

Termini CSAH 44 TO 3.5 MILES NW OF TH43













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1018878.72 / 60 * 25 *1.1

$1,260,862


2.7 * 2112 * 64.76 / 20 * 25 $461,609


2.7 * 30993.94 / 60 * 25 $34,868


$0 + $1,260,862 + $461,609+ $34,868

$1,757,339



Status : Original


Original Current






3.5 MI TO 4.3 MI NW TH 43 Termini 3.5 MI TO 4.3 MI NW TH 43










BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,PAVED SHOULDERS IN 2003UNDER S.A.P. 85-621-13. (LET 4-30-03 - APS)

SEGMENT IS ELIGIBLE FORREINSTATEMENT. JB. 4/22/09 RLL

Comments BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,PAVED SHOULDERS IN 2003UNDER S.A.P. 85-621-13. (LET 4-30-03 - APS)

SEGMENT IS ELIGIBLE FORREINSTATEMENT. JB. 4/22/09 RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


$0 + $373,589 + $136,773+ $10,331

$520,693



Status : Original


Original Current






4.30 M NW TO S LIMS WINONA Termini 4.30 M NW TO S LIMS WINONA










BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,PAVED SHOULDERS IN 2003UNDER S.A.P. 85-621-13. (LET 4-30-03 - APS)


Comments BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,PAVED SHOULDERS IN 2003UNDER S.A.P. 85-621-13. (LET 4-30-03 - APS)



Segment Override


Original Current


4.83 Milepoint 4.83



Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


64 * 50.00046828 * 15.47 /100 * 25 * 1.15

$14,233


$0 + $326,890 + $119,676+ $9,040 + $14,233

$469,839



Status : Original


Original Current






S LIMS WINONA TO 1.60 M S OFTH 14

Termini S LIMS WINONA TO 1.60 M S OFTH 14













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1128323.19 / 60 * 25 *1.1

$103,430


0.2 * 2376 * 64.76 / 20 * 25 $38,467


0.2 * 22225.46 / 60 * 25 $1,852


$0 + $103,430 + $38,467 +$1,852

$143,749



Status : Original


Original Current






1.60 M S OF TH 14 TO 1.5 M S OFTH 14

Termini 1.60 M S OF TH 14 TO 1.5 M S OFTH 14










SEGMENT IS ELGIBILE FORREINSTATEMENT 2004

Comments SEGMENT IS ELGIBILE FORREINSTATEMENT 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1128323.19 / 60 * 25 *1.1

$51,715


0.1 * 2376 * 64.76 / 20 * 25 $19,234


0.1 * 22225.46 / 60 * 25 $926


$0 + $51,715 + $19,234 +$926

$71,875



Status : Original


Original Current






1.50 MI. S. OF TH 14 TO TH 14 Termini 1.50 MI. S. OF TH 14 TO TH 14










COMPLETE CONSTRUCTION WITHS/A FUNDS IN 2005 UNDER SAP85-621-14. LETTING DATE 5-11-05.

Comments COMPLETE CONSTRUCTION WITHS/A FUNDS IN 2005 UNDER SAP85-621-14. LETTING DATE 5-11-05.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1128323.19 / 60 * 25 *1.1

$775,722


1.5 * 2376 * 64.76 / 20 * 25 $288,506


1.5 * 22225.46 / 60 * 25 $13,891


$0 + $775,722 + $288,506+ $13,891

$1,078,119



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



WEST COUNTY LINE TO TH 74 Termini WEST COUNTY LINE TO TH 74










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


$0 + $233,493 + $85,483 +$6,457

$325,433



Status : Deleted


Original Current






CSAH 25 TO 0.3 MI NO Termini CSAH 25 TO 0.3 MI NO










SEGMENTIS ELIGIBLE FORREINSTATEMENT 2004

Comments SEGMENTIS ELIGIBLE FORREINSTATEMENT 2004


Segment Override



Computation Result

Deleted Segment If status is Deleted, resultis zero

$0

Total Segment Cost Deleted Segment $0 $0



Status : Revised


Original Current






CASH 25 TO S LIMITS STOCKTON Termini CASH 25 TO S LIMITS STOCKTON










2016 SAP 085-623-011 RC&OL JRB

COMBINED THIS SEGMENT WITHSEGMENTS 623-010;030; & 031.JRB



COMBINED THIS SEGMENT WITHSEGMENTS 623-010;030; & 031.JRB



Segment Override


Original Current




DRY RUN Feature Crossed DRY RUN

Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.6 * 1018878.72 / 60 * 25 *1.1

$2,148,136


4.6 * 2112 * 64.76 / 20 * 25 $786,445


4.6 * 30993.94 / 60 * 25 $59,405


74 * 52.0004009 * 15.47 /100 * 25 * 1.15

$17,115


$0 + $2,148,136 + $786,445+ $59,405 + $17,115

$3,011,101



Status : Deleted


Original Current






1.6 MI NO OF CSAH 25 TO 0.2 MISO OF SO LIM STOCKTON

Termini 1.6 MI NO OF CSAH 25 TO 0.2 MISO OF SO LIM STOCKTON










SEGMENT IS ELIGIBLE FORREINSTATEMNET 2004

Comments SEGMENT IS ELIGIBLE FORREINSTATEMNET 2004


Segment Override



Computation Result


$0




Status : Deleted


Original Current






0.2 M S OF S LIMITS TO S LIMITSSTOCKTON

Termini 0.2 M S OF S LIMITS TO S LIMITSSTOCKTON










Comments


Segment Override



Computation Result


$0




Status : Revised


Original Current






SO LIMITS TO 0.14 MI SO TH 14 Termini SO LIMITS TO 0.14 MI SO TH 14










2016 SAP 085-623-011 RC&OL JRB

SPLIT SEGMENT DUE TODIFFERENT DESIGN TYPE. URBANTO RURAL. NEED TO CHANGEDESIGN GROUP TO 2. JRB

CONVERTED STRUCTURE L-9225TO A DOUBLE BOX CULVERT 2-7-06


SPLIT SEGMENT DUE TODIFFERENT DESIGN TYPE. URBANTO RURAL. NEED TO CHANGEDESIGN GROUP TO 2. JRB

CONVERTED STRUCTURE L-9225TO A DOUBLE BOX CULVERT 2-7-06


Segment Override


Original Current


5.12 Milepoint 5.12


GARVIN BROOK Feature Crossed GARVIN BROOK

Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


58 * 193.99992248 * 15.47 /100 * 25 * 1.15

$50,045


$0 + $233,493 + $85,483 +$6,457 + $50,045

$375,478



Status : Revised


Original Current






0.14 MI SO TH 14 TO 0.14 MI NO TH14

Termini 0.14 MI SO TH 14 TO 0.14 MI NO TH14










SEGMENT IS UNDER CONTRACTTO BE BUILT IN 2001 UNDER S.P.85-623-08, MINNN PROJ. NO. STPX8500 (235 ). LET DEC 15, 2000.

2016 SAP 085-623-011 RC&OL SOOF TH 14. JRB

COMBINED PART OF SEGMENT623-040 DUE TO DESIGN TYPE OFSEGMENT. JRB

Comments SEGMENT IS UNDER CONTRACTTO BE BUILT IN 2001 UNDER S.P.85-623-08, MINNN PROJ. NO. STPX8500 (235 ). LET DEC 15, 2000.

2016 SAP 085-623-011 RC&OL SOOF TH 14. JRB

COMBINED PART OF SEGMENT623-040 DUE TO DESIGN TYPE OFSEGMENT. JRB


Segment Override


Status: Original

Original Current



193201X USDOT Number 193201X


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 2149219.78 / 60 * 25* 1.15

$288,354


0.28 * 2904 * 64.76 / 15 * 25 $87,763


0.28 * 26314.46 / 60 * 25 $3,070


325000 / 25 * 25 $325,000


66 * 1350 / 25 * 25 $89,100


$0 + $288,354 + $87,763 +$3,070 + $325,000 +$89,100

$793,287



Status : Revised


Original Current






0.14 NO TH 14 TO NO LIMSTOCKTON

Termini 0.14 NO TH 14 TO NO LIMSTOCKTON










SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEDIN 2001. S.P. 85-623-08, MINN.PROJ. NO. STPX 500 (235)

SPLIT PART OF SEGMENT DUE TODESIGN TYPE.

Comments SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEDIN 2001. S.P. 85-623-08, MINN.PROJ. NO. STPX 500 (235)

SPLIT PART OF SEGMENT DUE TODESIGN TYPE.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 1128323.19 / 60 * 25* 1.1

$191,345


0.37 * 2376 * 64.76 / 20 * 25 $71,165


0.37 * 22225.46 / 60 * 25 $3,426


$0 + $191,345 + $71,165 +$3,426

$265,936



Status : Original


Original Current






N LIM STOCKTON TO S LIMMINNESOTA CITY

Termini N LIM STOCKTON TO S LIMMINNESOTA CITY










SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEDIN 2001. UNDER S.P. 85-623-08.MINN PROJ. NO. STPX 8500 (235)

Comments SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEDIN 2001. UNDER S.P. 85-623-08.MINN PROJ. NO. STPX 8500 (235)


Segment Override


Original Current


8.59 Milepoint 8.59


GARVIN BROOK Feature Crossed GARVIN BROOK


3 Number of Spans 3




VERIFIED VIA BR LOG

SAP 085-623-010

Comments VERIFIED VIA BR LOG

SAP 085-623-010

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


Status: Original

Original Current



193200R USDOT Number 193200R


1 Mainline Tracks 1




Last Year Surfaced


NEW CROSSING WAS PUT INWITH COUNTY FUNDS 2004

Comments NEW CROSSING WAS PUT INWITH COUNTY FUNDS 2004



Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 1128323.19 / 60 * 25 *1.1

$1,965,163


3.8 * 2376 * 64.76 / 20 * 25 $730,881


3.8 * 22225.46 / 60 * 25 $35,190


181.667 * 43.333 * 138 / 80* 25 * 1.15

$390,411


325000 / 25 * 25 $325,000


91 * 1350 / 25 * 25 $122,850

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

$0 + $1,965,163 + $730,881+ $35,190 + $390,411 +$325,000 + $122,850

$3,569,495



Status : Original


Original Current

MINNESOTA CITY Municipality MINNESOTA CITY





S LIM MINN CITY TO TH 61 Termini S LIM MINN CITY TO TH 61










SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEIN 2001 UNDER S.P. 85-623-08.MINN. PROJ. NO STPX 8500 (235)

SEGEMENT IS ELIGIBLE FORREINSTATEMENT 2004

Comments SEGMENT IS UNDER CONTRACTTO BE MILLED AND RESURFACEIN 2001 UNDER S.P. 85-623-08.MINN. PROJ. NO STPX 8500 (235)

SEGEMENT IS ELIGIBLE FORREINSTATEMENT 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.58 * 1128323.19 / 60 * 25* 1.1

$299,946


0.58 * 2376 * 64.76 / 20 * 25 $111,556


0.58 * 22225.46 / 60 * 25 $5,371


$0 + $299,946 + $111,556+ $5,371

$416,873



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






S CO LINE TO CORD 102 Termini S CO LINE TO CORD 102










SEALCOATED UNDER SAP 85-625-59. (LET 5-18-2010). JB

Comments SEALCOATED UNDER SAP 85-625-59. (LET 5-18-2010). JB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1018878.72 / 60 * 25 *1.1

$607,082


1.3 * 2112 * 64.76 / 20 * 25 $222,256


1.3 * 30993.94 / 60 * 25 $16,788


$0 + $607,082 + $222,256+ $16,788

$846,126



Status : Original


Original Current






CO RD 102 TO CO RD 109 Termini CO RD 102 TO CO RD 109













Segment Override


Original Current


2.58 Milepoint 2.58




3 Number of Spans 3


34 Bridge Width 34


Comments



Original Current


1.63 Milepoint 1.63




3 Number of Spans 3


38 Bridge Width 38


Comments



Original Current


1.44 Milepoint 1.44





10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1018878.72 / 60 * 25 *1.1

$700,479


1.5 * 2112 * 64.76 / 20 * 25 $256,450


1.5 * 30993.94 / 60 * 25 $19,371


116 * 34 * 152 / 80 * 25 *1.15

$215,441


91.2 * 38 * 152 / 80 * 25 *1.15

$189,308


80 * 50.00046828 * 15.47 /100 * 25 * 1.15

$17,791

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

$0 + $700,479 + $256,450+ $19,371 + $215,441 +$189,308 + $17,791

$1,398,840



Status : Original


Original Current


2 Segment Length 2




CO RD 109 TO 2.0 MILE NORTH Termini CO RD 109 TO 2.0 MILE NORTH













Segment Override


Original Current


3.16 Milepoint 3.16



Type of Service

Number of Spans


34 Bridge Width 34


Comments



Original Current


3.8 Milepoint 3.8




1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 1018878.72 / 60 * 25 *1.1

$933,972


2 * 2112 * 64.76 / 20 * 25 $341,933


2 * 30993.94 / 60 * 25 $25,828


116 * 34 * 152 / 80 * 25 *1.15

$215,441


75.5 * 35.3 * 152 / 80 * 25 *1.15

$145,584

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

$0 + $933,972 + $341,933+ $25,828 + $215,441 +$145,584

$1,662,758



Status : Original


Original Current






2.0 MI N OF CO RD 109 TO 3.5 MI NCO RD 109

Termini 2.0 MI N OF CO RD 109 TO 3.5 MI NCO RD 109










BITUMINOUS RECLAIM,BITUMINOUS SURFACING,AGGREGATE SHOULDERS IN 2002UNDER S.A.P. 85-625-50.

COMBINED SEGMENTS 85-625-025, 85-625-030 INTO ONESEGMENT (85-625-025) ANDDELETED SEGMENT 85-625-0302004


Comments BITUMINOUS RECLAIM,BITUMINOUS SURFACING,AGGREGATE SHOULDERS IN 2002UNDER S.A.P. 85-625-50.

COMBINED SEGMENTS 85-625-025, 85-625-030 INTO ONESEGMENT (85-625-025) ANDDELETED SEGMENT 85-625-0302004



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1018878.72 / 60 * 25 *1.1

$700,479


1.5 * 2112 * 64.76 / 20 * 25 $256,450


1.5 * 30993.94 / 60 * 25 $19,371


$0 + $700,479 + $256,450+ $19,371

$976,300



Status : Original


Original Current


2 Segment Length 2




3.5 MI N TO 5.5 MI N OF CO RD 109 Termini 3.5 MI N TO 5.5 MI N OF CO RD 109










BITUMINOUS RECLAIM,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2002 UNDER S.A.P. 85-625-50


Comments BITUMINOUS RECLAIM,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2002 UNDER S.A.P. 85-625-50



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1018878.72 / 60 * 25 *1.1

$933,972


2 * 2112 * 64.76 / 20 * 25 $341,933


2 * 30993.94 / 60 * 25 $25,828


$0 + $933,972 + $341,933+ $25,828

$1,301,733



Status : Original


Original Current


1 Segment Length 1




5.5 MI N OF CO RD 109 TO CSAH12

Termini 5.5 MI N OF CO RD 109 TO CSAH12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






CSAH 12 AT WYATTVILLE TOCSAH 23

Termini CSAH 12 AT WYATTVILLE TOCSAH 23










BITUMINOUS RECLAMATION ANDRESURFACEDIN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB

Comments BITUMINOUS RECLAMATION ANDRESURFACEDIN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


$0 + $840,575 + $307,740+ $23,245

$1,171,560



Status : Original


Original Current






CSAH 23 TO 0.4 MILES S OF SLIMITS OF LEWISTON

Termini CSAH 23 TO 0.4 MILES S OF SLIMITS OF LEWISTON










THERE IS 300' OF CURB ANDGUTTER IN SEGMENT

BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER 85-625-58. (LET 04-22-09) JRB

Comments THERE IS 300' OF CURB ANDGUTTER IN SEGMENT



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1128323.19 / 60 * 25 *1.1

$1,758,304


3.4 * 2376 * 64.76 / 20 * 25 $653,946


3.4 * 22225.46 / 60 * 25 $31,486


$0 + $1,758,304 + $653,946+ $31,486

$2,443,736



Status : Original


Original Current






0.40 MI S TO .20 MI OFS LIMLEWISTON

Termini 0.40 MI S TO .20 MI OFS LIMLEWISTON










CONSTRUCTED UNDER SAP 85-625-055.

Comments CONSTRUCTED UNDER SAP 85-625-055.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1128323.19 / 60 * 25 *1.1

$103,430


0.2 * 2376 * 64.76 / 20 * 25 $38,467


0.2 * 22225.46 / 60 * 25 $1,852


$0 + $103,430 + $38,467 +$1,852

$143,749



Status : Original


Original Current






0.20 M S TO S LIM LEWISTON Termini 0.20 M S TO S LIM LEWISTON










BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58 (LET 04-22-09) JRB

Comments BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58 (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1128323.19 / 60 * 25 *1.1

$103,430


0.2 * 2376 * 64.76 / 20 * 25 $38,467


0.2 * 22225.46 / 60 * 25 $1,852


$0 + $103,430 + $38,467 +$1,852

$143,749



Status : Original


Original Current

LEWISTON Municipality LEWISTON





S LIM LEWISTON TO 0.24 M N Termini S LIM LEWISTON TO 0.24 M N










BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09). JRB

Comments BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09). JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 1128323.19 / 60 * 25* 1.1

$124,116


0.24 * 2376 * 64.76 / 20 * 25 $46,161


0.24 * 22225.46 / 60 * 25 $2,223


$0 + $124,116 + $46,161 +$2,223

$172,500



Status : Original


Original Current






0.24 M N OF S LIM TO RR TRACK Termini 0.24 M N OF S LIM TO RR TRACK










BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB

Comments BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1128323.19 / 60 * 25* 1.1

$181,002


0.35 * 2376 * 64.76 / 20 * 25 $67,318


0.35 * 22225.46 / 60 * 25 $3,241


$0 + $181,002 + $67,318 +$3,241

$251,561



Status : Original


Original Current






RR TRACK TO MAIN ST.LEWISTON

Termini RR TRACK TO MAIN ST.LEWISTON










BITUMINOUS MILLED ANDRESURFACED IN 2009 UNDERSAP 85-625-58. (LET 04-22-09) JRB

Comments BITUMINOUS MILLED ANDRESURFACED IN 2009 UNDERSAP 85-625-58. (LET 04-22-09) JRB


Segment Override


Status: Original

Original Current



193207N USDOT Number 193207N


1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY



Last Year Surfaced


NEW CROSSING PUT IN 2004 NOCOST TO COUNTY

Comments NEW CROSSING PUT IN 2004 NOCOST TO COUNTY



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2149219.78 / 60 * 25* 1.15

$164,774


0.16 * 2904 * 64.76 / 15 * 25 $50,150


0.16 * 26314.46 / 60 * 25 $1,754


275000 / 25 * 25 $275,000


50 * 1350 / 25 * 25 $67,500


$0 + $164,774 + $50,150 +$1,754 + $275,000 +$67,500

$559,178



Status : Original


Original Current






MAIN ST. TO T.H. 14 Termini MAIN ST. TO T.H. 14










BITUMINOUS MILLED ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB

Comments BITUMINOUS MILLED ANDRESURFACED IN 2009 UNDER SAP85-625-58. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2149219.78 / 60 * 25* 1.15

$267,757


0.26 * 2904 * 64.76 / 15 * 25 $81,494


0.26 * 26314.46 / 60 * 25 $2,851


$0 + $267,757 + $81,494 +$2,851

$352,102



Status : Original


Original Current






TH 14 TO NORTH LIMITSLEWISTON

Termini TH 14 TO NORTH LIMITSLEWISTON










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 1128323.19 / 60 * 25* 1.1

$124,116


0.24 * 2376 * 64.76 / 20 * 25 $46,161


0.24 * 22225.46 / 60 * 25 $2,223


$0 + $124,116 + $46,161 +$2,223

$172,500



Status : Original


Original Current






N LIMS LEWISTON TO 3.4 M N Termini N LIMS LEWISTON TO 3.4 M N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1128323.19 / 60 * 25 *1.1

$1,758,304


3.4 * 2376 * 64.76 / 20 * 25 $653,946


3.4 * 22225.46 / 60 * 25 $31,486


$0 + $1,758,304 + $653,946+ $31,486

$2,443,736



Status : Original


Original Current






3.4 M TO 6.7 M N OF N L LEWISTN Termini 3.4 M TO 6.7 M N OF N L LEWISTN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1018878.72 / 60 * 25 *1.1

$1,541,054


3.3 * 2112 * 64.76 / 20 * 25 $564,189


3.3 * 30993.94 / 60 * 25 $42,617


$0 + $1,541,054 + $564,189+ $42,617

$2,147,860



Status : Original


Original Current






6.7 MI TO 8.05 MI N OF N LIMSLEWISTON

Termini 6.7 MI TO 8.05 MI N OF N LIMSLEWISTON















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1018878.72 / 60 * 25 *1.1

$653,781


1.4 * 2112 * 64.76 / 20 * 25 $239,353


1.4 * 30993.94 / 60 * 25 $18,080


$0 + $653,781 + $239,353+ $18,080

$911,214



Status : Original


Original Current






8.1 MI NO NO L LEWISTON TO 0.30MI SO OF TH 248

Termini 8.1 MI NO NO L LEWISTON TO 0.30MI SO OF TH 248










BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERSAP 85-625-49

Comments BITUMINOUS RECLAMATION ANDRESURFACING IN 2001 UNDERSAP 85-625-49


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1018878.72 / 60 * 25 *1.1

$513,685


1.1 * 2112 * 64.76 / 20 * 25 $188,063


1.1 * 30993.94 / 60 * 25 $14,206


$0 + $513,685 + $188,063+ $14,206

$715,954



Status : Original


Original Current






0.30 SOUTH OF TH 248 TO TH 248 Termini 0.30 SOUTH OF TH 248 TO TH 248













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1018878.72 / 60 * 25 *1.1

$140,096


0.3 * 2112 * 64.76 / 20 * 25 $51,290


0.3 * 30993.94 / 60 * 25 $3,874


$0 + $140,096 + $51,290 +$3,874

$195,260



Status : Original


Original Current

ROLLINGSTONE Municipality ROLLINGSTONE





TH 248 TO MAIN STREET Termini TH 248 TO MAIN STREET










CHANGED TERMINI TO MATCHROAD STATUS MAPS. 2003

REMOVED BITUMINOUS ANDCONSTRUCTED CONCRETESURFACE. UNDER SAP 85-625-521-16-08 J.B.

Comments CHANGED TERMINI TO MATCHROAD STATUS MAPS. 2003

REMOVED BITUMINOUS ANDCONSTRUCTED CONCRETESURFACE. UNDER SAP 85-625-521-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2149219.78 / 60 * 25* 1.15

$133,878


0.13 * 2904 * 64.76 / 15 * 25 $40,747


0.13 * 26314.46 / 60 * 25 $1,425


$0 + $133,878 + $40,747 +$1,425

$176,050



Status : Original


Original Current






MAIN STREET TO N.ROLLINGSTONE ROAD

Termini MAIN STREET TO N.ROLLINGSTONE ROAD











CHANGED TERMINI TO MATCHROAD STATUS MAPS 2003

Comments CHANGED TERMINI TO MATCHROAD STATUS MAPS 2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 2149219.78 / 60 * 25* 1.15

$175,072


0.17 * 2904 * 64.76 / 15 * 25 $53,285


0.17 * 26314.46 / 60 * 25 $1,864


$0 + $175,072 + $53,285 +$1,864

$230,221



Status : Original


Original Current






N. ROLLINGSTONE RD TO N. LIMROLLINGSTONE

Termini N. ROLLINGSTONE RD TO N. LIMROLLINGSTONE










CHANGED TERMINI TO MATCHROAD STATUS. 2003

COMPLETE CONSTRUCTION IN2007 UNDER SAP 85-625-52. 1-16-08 J.B.

Comments CHANGED TERMINI TO MATCHROAD STATUS. 2003

COMPLETE CONSTRUCTION IN2007 UNDER SAP 85-625-52. 1-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 2149219.78 / 60 * 25* 1.15

$494,321


0.48 * 2904 * 64.76 / 15 * 25 $150,450


0.48 * 26314.46 / 60 * 25 $5,263


$0 + $494,321 + $150,450+ $5,263

$650,034



Status : Original


Original Current


1 Segment Length 1




N LIM ROLLINGSTONE TO 1.0 MI N Termini N LIM ROLLINGSTONE TO 1.0 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






1.0 MI N OF LIM ROLLINGSTONETO 1.3 MI N

Termini 1.0 MI N OF LIM ROLLINGSTONETO 1.3 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1018878.72 / 60 * 25 *1.1

$140,096


0.3 * 2112 * 64.76 / 20 * 25 $51,290


0.3 * 30993.94 / 60 * 25 $3,874


$0 + $140,096 + $51,290 +$3,874

$195,260



Status : Original


Original Current


1 Segment Length 1




1.3 MI N TO 2.3 MI N OF N LIMROLLINGSTONE

Termini 1.3 MI N TO 2.3 MI N OF N LIMROLLINGSTONE










LENGTH AND TERMINI HAVEBEEN CHANGED DUE TOGRADING S.A.P. 85-625-27

Comments LENGTH AND TERMINI HAVEBEEN CHANGED DUE TOGRADING S.A.P. 85-625-27


Segment Override


Original Current




SPELTZ CREEK Feature Crossed SPELTZ CREEK

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


74 * 131.99985848 * 15.47 /100 * 25 * 1.15

$43,444


82 * 81.00050028 * 15.47 /100 * 25 * 1.15

$29,541


$0 + $466,986 + $170,966+ $12,914 + $43,444 +$29,541

$723,851



Status : Original


Original Current






2.3 MI TO 2.8 MI N OF N LIMS Termini 2.3 MI TO 2.8 MI N OF N LIMS










GRADED SEGMENT, REMOVEDBRIDGE L-1349, INSTALLEDSTRUCTURE 85J14

Comments GRADED SEGMENT, REMOVEDBRIDGE L-1349, INSTALLEDSTRUCTURE 85J14


Segment Override


Original Current




Stream Feature Crossed Stream



12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1018878.72 / 60 * 25 *1.1

$233,493


0.5 * 2112 * 64.76 / 20 * 25 $85,483


0.5 * 30993.94 / 60 * 25 $6,457


88 * 144.00053059 * 15.47 /100 * 25 * 1.15

$56,361


$0 + $233,493 + $85,483 +$6,457 + $56,361

$381,794



Status : Original


Original Current






2.8 MI OF N LIMS TO CSAH 28 Termini 2.8 MI OF N LIMS TO CSAH 28










BRIDGE L-1349 HAS BEENREMOVED STRUCTURE 85J14INSTALLED IN PRIOR SEGMENTUNDER S.A.P. 85-625-27.

CAN'T GET STRUCTURE L1349 TODELETE FROM RECORD. APS

SAP 85-625-53 GRADE, SURFACEAND GUARD RAIL, LET 5-13-06 -APS.

AGGREGATE BASE ANDBITUMINOUS SURFACE UNDERSAP 85-625-56, 1-16-08 J.B.

Comments BRIDGE L-1349 HAS BEENREMOVED STRUCTURE 85J14INSTALLED IN PRIOR SEGMENTUNDER S.A.P. 85-625-27.

CAN'T GET STRUCTURE L1349 TODELETE FROM RECORD. APS

SAP 85-625-53 GRADE, SURFACEAND GUARD RAIL, LET 5-13-06 -APS.

AGGREGATE BASE ANDBITUMINOUS SURFACE UNDERSAP 85-625-56, 1-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current


1 Segment Length 1




CSAH 28 TO 1.0 MI. N. OF CSAH 28 Termini CSAH 28 TO 1.0 MI. N. OF CSAH 28










LENGTH AND TERMINI CHANGEDDUE TO SAP 85-625-54 2-7-06

RESURFACED WITH BITUMINOUSUNDER SAP 85-625-56. 1-16-08 J.B.

Comments LENGTH AND TERMINI CHANGEDDUE TO SAP 85-625-54 2-7-06

RESURFACED WITH BITUMINOUSUNDER SAP 85-625-56. 1-16-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






1.0 MI. N. CSAH 28 TO 2.8 MI. N OFCSAH 28

Termini 1.0 MI. N. CSAH 28 TO 2.8 MI. N OFCSAH 28










BITUMINOUS RECLAMATION,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2005 UNDER SAP 85-625-54,LETTING DATE 5-18-05

Comments BITUMINOUS RECLAMATION,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2005 UNDER SAP 85-625-54,LETTING DATE 5-18-05


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


$0 + $840,575 + $307,740+ $23,245

$1,171,560



Status : Original


Original Current






2.8 MI N CSAH 28 TO .15 MI. S. TH61

Termini 2.8 MI N CSAH 28 TO .15 MI. S. TH61










GRADED IN 2004 UNDER S.A.P. 85-625-51BRIDGE L-1350 REPLACED WITH85J19. CHANGED TERMINI ANDLENGTH TO REPRESENTGRADING. LET 5-12-04

AGG. BASE, BIT SURFACE, AGG.SHLDS. IN 2005 UNDER SAP 85-625-54, LETTING DATE 5-18-05

Comments GRADED IN 2004 UNDER S.A.P. 85-625-51BRIDGE L-1350 REPLACED WITH85J19. CHANGED TERMINI ANDLENGTH TO REPRESENTGRADING. LET 5-12-04

AGG. BASE, BIT SURFACE, AGG.SHLDS. IN 2005 UNDER SAP 85-625-54, LETTING DATE 5-18-05


Segment Override


Original Current







10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1018878.72 / 60 * 25 *1.1

$793,876


1.7 * 2112 * 64.76 / 20 * 25 $290,643


1.7 * 30993.94 / 60 * 25 $21,954


110 * 80.00053397 * 15.47 /100 * 25 * 1.15

$39,139


$0 + $793,876 + $290,643+ $21,954 + $39,139

$1,145,612



Status : Original


Original Current

MINNEISKA Municipality MINNEISKA





0.16 MI S. OF TH 61 TO TH 61 Termini 0.16 MI S. OF TH 61 TO TH 61










GRADED IN 2004 UINDER SAP 85-625-51 CHANGED TERMINI TOREPRESENT GRADINGLET 5-12-04

Comments GRADED IN 2004 UINDER SAP 85-625-51 CHANGED TERMINI TOREPRESENT GRADINGLET 5-12-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1018878.72 / 60 * 25* 1.1

$74,718


0.16 * 2112 * 64.76 / 20 * 25 $27,355


0.16 * 30993.94 / 60 * 25 $2,066


$0 + $74,718 + $27,355 +$2,066

$104,139



Status : Original


Original Current

MINNEISKA Municipality MINNEISKA





S JCT TH 61 TO N CO LINE Termini S JCT TH 61 TO N CO LINE

94 Present AADT 94








THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2015 SAP 085-625-064 RC&OL Comments 2015 SAP 085-625-064 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2149219.78 / 60 * 25 *1.15

$411,934


0.4 * 2904 * 64.76 / 15 * 25 $125,375


0.4 * 26314.46 / 60 * 25 $4,386


$0 + $411,934 + $125,375+ $4,386

$541,695



Status : Original


Original Current






WEST COUNTY LINE TO W. LIMELBA

Termini WEST COUNTY LINE TO W. LIMELBA










2015 SP 085-626-021 RC&OL

CHANGED LENGTH AND TERMINI.01-12-16 JRB

Comments 2015 SP 085-626-021 RC&OL

CHANGED LENGTH AND TERMINI.01-12-16 JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 1018878.72 / 60 * 25 *1.1

$1,961,342


4.2 * 2112 * 64.76 / 20 * 25 $718,059


4.2 * 30993.94 / 60 * 25 $54,239


$0 + $1,961,342 + $718,059+ $54,239

$2,733,640



Status : Original


Original Current

ELBA Municipality ELBA





W LIM ELBA TO TH 74 Termini W LIM ELBA TO TH 74










BIT. RECLAMATION, BIT.SURFACING, AGG. SHOULDER IN2004 UNDER SAP 85-626-17.EAST 200' PAVEMENT IS 40' WIDE.LET 7-21-04

WESTERN HALF HAD GAURDRAIL CONSTRUCTED UNDER SAP85-626-18 1-17-08 J.B.

Comments BIT. RECLAMATION, BIT.SURFACING, AGG. SHOULDER IN2004 UNDER SAP 85-626-17.EAST 200' PAVEMENT IS 40' WIDE.LET 7-21-04

WESTERN HALF HAD GAURDRAIL CONSTRUCTED UNDER SAP85-626-18 1-17-08 J.B.


Segment Override


Original Current


4.61 Milepoint 4.61


WHITEWATER RIVER Feature Crossed WHITEWATER RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 1018878.72 / 60 * 25* 1.1

$266,182


0.57 * 2112 * 64.76 / 20 * 25 $97,451


0.57 * 30993.94 / 60 * 25 $7,361


290 * 32.2 * 138 / 80 * 25 *1.15

$463,106


$0 + $266,182 + $97,451 +$7,361 + $463,106

$834,100



Status : Original


Original Current

ELBA Municipality ELBA





TH 74 TO E LIM ELBA Termini TH 74 TO E LIM ELBA










2015 SP 085-626-021 RC&OL

CHANGED LENGTH AND TERMINI01-12-16 JRB

PART OF SEGMENT GOTBITUMINOUS PATCH WORK DONEDUE TO FLOOD IN 2007 UNDER SP85-999-01. 1-22-08 J.B.


CHANGED LENGTH AND TERMINI01-12-16 JRB

PART OF SEGMENT GOTBITUMINOUS PATCH WORK DONEDUE TO FLOOD IN 2007 UNDER SP85-999-01. 1-22-08 J.B.


Segment Override


Original Current


5.38 Milepoint 5.38


S FK WHITEWATER RIVER Feature Crossed S FK WHITEWATER RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.86 * 1018878.72 / 60 * 25* 1.1

$401,608


0.86 * 2112 * 64.76 / 20 * 25 $147,031


0.86 * 30993.94 / 60 * 25 $11,106


156.5 * 31.7 * 138 / 80 * 25* 1.15

$246,037


$0 + $401,608 + $147,031+ $11,106 + $246,037

$805,782



Status : Original


Original Current






E LIM ELBA TO N LIM OF ALUTRA Termini E LIM ELBA TO N LIM OF ALUTRA










2015 SP 085-626-021 RC&OL

PART OF SEGMENT GOTBITUMINOUS PATCH WORK DONEDUE TO FLOOD IN 2007 UNDER SP85-999-01. 1-22-08 J.B

CHANGE LENGTH AND TERMINI.01-12-16 JRB


PART OF SEGMENT GOTBITUMINOUS PATCH WORK DONEDUE TO FLOOD IN 2007 UNDER SP85-999-01. 1-22-08 J.B

CHANGE LENGTH AND TERMINI.01-12-16 JRB


Segment Override


Original Current


6.99 Milepoint 6.99



Type of Service


16 Culvert Width 16

9 Culvert Height 9




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1018878.72 / 60 * 25 *1.1

$1,541,054


3.3 * 2112 * 64.76 / 20 * 25 $564,189


3.3 * 30993.94 / 60 * 25 $42,617


82 * 113.00049859 * 15.47 /100 * 25 * 1.15

$41,212


$0 + $1,541,054 + $564,189+ $42,617 + $41,212

$2,189,072



Status : Original


Original Current

ALTURA Municipality ALTURA





NO LIMS OF ALTURA TO TH 248 Termini NO LIMS OF ALTURA TO TH 248










BIT. RECLAIMED, BIT. SURFACED,AGG. SHLD. IN 2004 UNDER SAP85-626-16. LET 5-12-04

Comments BIT. RECLAIMED, BIT. SURFACED,AGG. SHLD. IN 2004 UNDER SAP85-626-16. LET 5-12-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1018878.72 / 60 * 25* 1.1

$74,718


0.16 * 2112 * 64.76 / 20 * 25 $27,355


0.16 * 30993.94 / 60 * 25 $2,066


$0 + $74,718 + $27,355 +$2,066

$104,139



Status : Revised


Original Current






CSAH 33 TO SO LIMITS ALTURA Termini CSAH 33 TO SO LIMITS ALTURA










2016 SAP 085-627-014 RC&OL JRB

COMBINED WITH SEGMENT 627-011 JRB



COMBINED WITH SEGMENT 627-011 JRB



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.25 * 1018878.72 / 60 * 25* 1.1

$583,733


1.25 * 2112 * 64.76 / 20 * 25 $213,708


1.25 * 30993.94 / 60 * 25 $16,143


$0 + $583,733 + $213,708+ $16,143

$813,584



Status : Deleted


Original Current






0.5 MI E OF CSAH 33 TO S LIMSALTURA

Termini 0.5 MI E OF CSAH 33 TO S LIMSALTURA










Comments


Segment Override



Computation Result


$0




Status : Revised


Original Current






S LIMS ALTURA TO CSAH 20 Termini S LIMS ALTURA TO CSAH 20










2016 SAP 085-627-014 RC&OL JRB

COMBINED SEGMENT WITH 085-627-021 JRB



COMBINED SEGMENT WITH 085-627-021 JRB



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1018878.72 / 60 * 25 *1.1

$793,876


1.7 * 2112 * 64.76 / 20 * 25 $290,643


1.7 * 30993.94 / 60 * 25 $21,954


$0 + $793,876 + $290,643+ $21,954

$1,106,473



Status : Deleted


Original Current






0.5 MI S OF S LIMS ALTURA TOCSAH 20

Termini 0.5 MI S OF S LIMS ALTURA TOCSAH 20










Comments


Segment Override



Computation Result


$0




Status : Original


Original Current






CSAH 20 TO 1.9 MI NE Termini CSAH 20 TO 1.9 MI NE










GRADED IN 2000 UNDER S.A.P. 85-627-09

AGGREGATE BASE ANDBITUMINOUS SURFACED IN 2002UNDER S.A.P. 85-627-11

Comments GRADED IN 2000 UNDER S.A.P. 85-627-09

AGGREGATE BASE ANDBITUMINOUS SURFACED IN 2002UNDER S.A.P. 85-627-11


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1018878.72 / 60 * 25 *1.1

$887,274


1.9 * 2112 * 64.76 / 20 * 25 $324,836


1.9 * 30993.94 / 60 * 25 $24,537


$0 + $887,274 + $324,836+ $24,537

$1,236,647



Status : Deleted


Original Current






1.9 MI NE CSAH 20 TO 4.0 MI NEOF CSAH 20

Termini 1.9 MI NE CSAH 20 TO 4.0 MI NEOF CSAH 20










GRADED IN 2001 UNDER S.A.P. 85-627-10

AGGREGATE BASE ANDBITUMINOUS SURFACED IN 2002UNDER 85-627-11

Comments GRADED IN 2001 UNDER S.A.P. 85-627-10

AGGREGATE BASE ANDBITUMINOUS SURFACED IN 2002UNDER 85-627-11


Segment Override



Computation Result


$0




Status : Revised


Original Current






1.9 MI NE CSAH 20 TO TH 248 Termini 1.9 MI NE CSAH 20 TO TH 248










RESURFACED WITH COUNTYFUNDS IN 2000

STRUCTURE REINSTATED 2010. 2-9-11. JB

COMBINED SEGMENTS 085-627-031; 040; & 050. MOVEDSTRUCTURE 95441 IN THISSEGMENT ALSO. JRB

Comments RESURFACED WITH COUNTYFUNDS IN 2000

STRUCTURE REINSTATED 2010. 2-9-11. JB

COMBINED SEGMENTS 085-627-031; 040; & 050. MOVEDSTRUCTURE 95441 IN THISSEGMENT ALSO. JRB


Segment Override


Original Current


7.87 Milepoint 7.87


BEAR CREEK Feature Crossed BEAR CREEK

Type of Service

Number of Spans


38 Bridge Width 38


Comments


Culvert Information Status: New

Original Current




STRAIGHT VALLEY CREEK Feature Crossed STRAIGHT VALLEY CREEK



12 Culvert Width 12





MOVED STRUCTURE DUE TOCOMBINING SEGMENTS. JRB

Comments MOVED STRUCTURE DUE TOCOMBINING SEGMENTS. JRB




Computation Result


0 * 56250 / 40 * 25 $0


4.7 * 1018878.72 / 60 * 25 *1.1

$2,194,835


4.7 * 2112 * 64.76 / 20 * 25 $803,542


4.7 * 30993.94 / 60 * 25 $60,696


62.1 * 38 * 152 / 80 * 25 *1.15

$128,904


72 * 359.99971189 * 15.47 /100 * 25 * 1.15

$115,282

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

$0 + $2,194,835 + $803,542+ $60,696 + $128,904 +$115,282

$3,303,259



Status : Deleted


Original Current






5.1 MI N OF CSAH 20 TO TH 248 Termini 5.1 MI N OF CSAH 20 TO TH 248










BITUMINOUS MILLING,BITUMINOUS SURFACING,AGGREGATE SURFACING IN 2002UNDER 85-627-12

Comments BITUMINOUS MILLING,BITUMINOUS SURFACING,AGGREGATE SURFACING IN 2002UNDER 85-627-12


Segment Override

Culvert Information Status: Deleted

Original Current


9.12 Milepoint 9.12


STRAIGHT VALLEY CREEK Feature Crossed STRAIGHT VALLEY CREEK

Type of Service


12 Culvert Width 12





Comments




Computation Result


$0




Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1018878.72 / 60 * 25 *1.1

$1,541,054


3.3 * 2112 * 64.76 / 20 * 25 $564,189


3.3 * 30993.94 / 60 * 25 $42,617


$0 + $1,541,054 + $564,189+ $42,617

$2,147,860



Status : Original


Original Current






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










SEGEMENT IS ELIGIBLE FORREINSTATEMENT.

BIT. RECLAMATION &RESURFACED IN 2008 UNDER SAP85-629-25. LET 6-25-08 J.B.AWARD 7/1/08 RLL


Comments SEGEMENT IS ELIGIBLE FORREINSTATEMENT.

BIT. RECLAMATION &RESURFACED IN 2008 UNDER SAP85-629-25. LET 6-25-08 J.B.AWARD 7/1/08 RLL



Segment Override


Original Current


1.73 Milepoint 1.73


HEMINGWAY CREEK Feature Crossed HEMINGWAY CREEK

Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 1018878.72 / 60 * 25 *1.1

$1,447,657


3.1 * 2112 * 64.76 / 20 * 25 $529,996


3.1 * 30993.94 / 60 * 25 $40,034


72 * 197.99978772 * 15.47 /100 * 25 * 1.15

$63,405


$0 + $1,447,657 + $529,996+ $40,034 + $63,405

$2,081,092



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 1018878.72 / 60 * 25 *1.1

$980,671


2.1 * 2112 * 64.76 / 20 * 25 $359,029


2.1 * 30993.94 / 60 * 25 $27,120


$0 + $980,671 + $359,029+ $27,120

$1,366,820



Status : Original


Original Current






CSAH 6 TO 1.5 MI. N.E. Termini CSAH 6 TO 1.5 MI. N.E.










NEW SEGMENT DUE TORESURFACING

Comments NEW SEGMENT DUE TORESURFACING


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1128323.19 / 60 * 25 *1.1

$775,722


1.5 * 2376 * 64.76 / 20 * 25 $288,506


1.5 * 22225.46 / 60 * 25 $13,891


$0 + $775,722 + $288,506+ $13,891

$1,078,119



Status : Original


Original Current






1.5 MI. TO 1.9 MI N.E.OF C.S.A.H. 6 Termini 1.5 MI. TO 1.9 MI N.E.OF C.S.A.H. 6










TERMINI AND SEGMENT LENGTHCHANGED DUE TO RESURFACINGJOB

Comments TERMINI AND SEGMENT LENGTHCHANGED DUE TO RESURFACINGJOB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1128323.19 / 60 * 25 *1.1

$206,859


0.4 * 2376 * 64.76 / 20 * 25 $76,935


0.4 * 22225.46 / 60 * 25 $3,704


$0 + $206,859 + $76,935 +$3,704

$287,498



Status : Original


Original Current






1.9 MI NE TO 2.2 MI NE OF CSAH 6 Termini 1.9 MI NE TO 2.2 MI NE OF CSAH 6










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1128323.19 / 60 * 25 *1.1

$155,144


0.3 * 2376 * 64.76 / 20 * 25 $57,701


0.3 * 22225.46 / 60 * 25 $2,778


$0 + $155,144 + $57,701 +$2,778

$215,623



Status : Original


Original Current






2.2 M N OF CSAH 6 TO 0.6 M S OFS LIM LEWISTON

Termini 2.2 M N OF CSAH 6 TO 0.6 M S OFS LIM LEWISTON










PLEASE RE-INSTATE SEGMENT

ADDED TURN LANE BYINTERSECTION OF CR 106 UNDERSAP 85-629-24. 1-16-08 J.B.

STRUCTURES REINSTATED 2010.2-08-11 JB

Comments PLEASE RE-INSTATE SEGMENT

ADDED TURN LANE BYINTERSECTION OF CR 106 UNDERSAP 85-629-24. 1-16-08 J.B.

STRUCTURES REINSTATED 2010.2-08-11 JB


Segment Override


Original Current


7.72 Milepoint 7.72



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments



Original Current


7.79 Milepoint 7.79



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1128323.19 / 60 * 25 *1.1

$1,189,441


2.3 * 2376 * 64.76 / 20 * 25 $442,376


2.3 * 22225.46 / 60 * 25 $21,299


66 * 240.00052552 * 15.47 /100 * 25 * 1.15

$70,451


61 * 240.00052552 * 15.47 /100 * 25 * 1.15

$65,113


$0 + $1,189,441 + $442,376+ $21,299 + $70,451 +$65,113

$1,788,680



Status : Original


Original Current






0.60 MI S OF S LIM LEWISTON TO0.10 MI S OF S LIM LEWISTO(

Termini 0.60 MI S OF S LIM LEWISTON TO0.10 MI S OF S LIM LEWISTO(










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1128323.19 / 60 * 25 *1.1

$258,574


0.5 * 2376 * 64.76 / 20 * 25 $96,169


0.5 * 22225.46 / 60 * 25 $4,630


$0 + $258,574 + $96,169 +$4,630

$359,373



Status : Original


Original Current






0.1 MILE S OF S LIMITS TO THESOUTH LIMITS OF LEWISTON

Termini 0.1 MILE S OF S LIMITS TO THESOUTH LIMITS OF LEWISTON










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






SO VILLAGE LIM TO 0.03 MI. S OFMAIN ST

Termini SO VILLAGE LIM TO 0.03 MI. S OFMAIN ST










SEGMENT LENGTH AND TERMINIHAVE BEEN CHANGED DUE TOCONSTRUCTION IN SEGMENT 85-629-090. ALSO RAILROADCROSSING 85 20 124 0 SHOULDBE MOVED TO SEGMENT 85-629-090 (2003)

MISSED 0.08 MILES OF STORMSEWER (2009) JRB

BITUMINOIUS MILLING ANDRESURFACED IN 2009 UNDER SAP85-629-26. (LET 04-22-09) JRB

Comments SEGMENT LENGTH AND TERMINIHAVE BEEN CHANGED DUE TOCONSTRUCTION IN SEGMENT 85-629-090. ALSO RAILROADCROSSING 85 20 124 0 SHOULDBE MOVED TO SEGMENT 85-629-090 (2003)

MISSED 0.08 MILES OF STORMSEWER (2009) JRB

BITUMINOIUS MILLING ANDRESURFACED IN 2009 UNDER SAP85-629-26. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 2149219.78 / 60 * 25* 1.15

$494,321


0.48 * 2904 * 64.76 / 15 * 25 $150,450


0.48 * 26314.46 / 60 * 25 $5,263


$0 + $494,321 + $150,450+ $5,263

$650,034



Status : Original


Original Current






0.03 MI S OF MAIN & FREEMONTST TO CSAH 25

Termini 0.03 MI S OF MAIN & FREEMONTST TO CSAH 25










RECONSTRUCTED WITH STATEAID FUNDS IN 2003 S.A.P. 85-629-22 STPX 8503 (100). ALSORAILROAD CROSSING 85 20 124 0SHOULD BE IN THIS SEGMENT.(LET 5-28-03 - APS)

Comments RECONSTRUCTED WITH STATEAID FUNDS IN 2003 S.A.P. 85-629-22 STPX 8503 (100). ALSORAILROAD CROSSING 85 20 124 0SHOULD BE IN THIS SEGMENT.(LET 5-28-03 - APS)


Segment Override


Status: Original

Original Current



193209C USDOT Number 193209C


1 Mainline Tracks 1




Last Year Surfaced


MOVED FROM SEGMENT 85-629-080 IN 2003

Comments MOVED FROM SEGMENT 85-629-080 IN 2003



Computation Result


0 * 56250 / 40 * 25 $0


0.54 * 2149219.78 / 60 * 25* 1.15

$556,111


0.54 * 2904 * 64.76 / 15 * 25 $169,257


0.54 * 26314.46 / 60 * 25 $5,921


325000 / 25 * 25 $325,000


70 * 1350 / 25 * 25 $94,500


$0 + $556,111 + $169,257+ $5,921 + $325,000 +$94,500

$1,150,789



Status : Original


Original Current






W CO LINE TO 1.7 M E Termini W CO LINE TO 1.7 M E











Comments BITUMINOUS RECLAMATION ANDRESURFACED IN 2009 UNDER SAP85-630-08. (LET 04-22-09) JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1018878.72 / 60 * 25 *1.1

$793,876


1.7 * 2112 * 64.76 / 20 * 25 $290,643


1.7 * 30993.94 / 60 * 25 $21,954


$0 + $793,876 + $290,643+ $21,954

$1,106,473



Status : Original


Original Current


1 Segment Length 1




1.7 MI E TO 2.7 MI E OF W CO LINE Termini 1.7 MI E TO 2.7 MI E OF W CO LINE










SEGMENT IS ELIGIBLE TO BEREINSTATED 2003


Comments SEGMENT IS ELIGIBLE TO BEREINSTATED 2003



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






2.7 MI E OF W CO LINE TO TH 74 Termini 2.7 MI E OF W CO LINE TO TH 74










BRIDGE 85507 WITHIN SEGMENTIS ELIGIBLE TO BE REINSTATED2002


Comments BRIDGE 85507 WITHIN SEGMENTIS ELIGIBLE TO BE REINSTATED2002



Segment Override


Original Current


3.66 Milepoint 3.66


BEAVER CREEK Feature Crossed BEAVER CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1018878.72 / 60 * 25 *1.1

$607,082


1.3 * 2112 * 64.76 / 20 * 25 $222,256


1.3 * 30993.94 / 60 * 25 $16,788


93.2 * 34.8 * 152 / 80 * 25 *1.15

$177,169


$0 + $607,082 + $222,256+ $16,788 + $177,169

$1,023,295



Status : Original


Original Current






TH 74 TO 1.3 MI E Termini TH 74 TO 1.3 MI E










BRIDGE 85508 WITHIN SEGMENTIS TO BE REINSTATED 2002

Comments BRIDGE 85508 WITHIN SEGMENTIS TO BE REINSTATED 2002


Segment Override


Original Current


4.14 Milepoint 4.14


WHITEWATER RIVER Feature Crossed WHITEWATER RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1018878.72 / 60 * 25 *1.1

$607,082


1.3 * 2112 * 64.76 / 20 * 25 $222,256


1.3 * 30993.94 / 60 * 25 $16,788


225.3 * 35.8 * 138 / 80 * 25* 1.15

$400,010


$0 + $607,082 + $222,256+ $16,788 + $400,010

$1,246,136



Status : Original


Original Current






1.3 MI E OF TH 74 TO 1.9 MI E OFTH 74

Termini 1.3 MI E OF TH 74 TO 1.9 MI E OFTH 74










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1018878.72 / 60 * 25 *1.1

$280,192


0.6 * 2112 * 64.76 / 20 * 25 $102,580


0.6 * 30993.94 / 60 * 25 $7,748


$0 + $280,192 + $102,580+ $7,748

$390,520



Status : Original


Original Current






1.9 MI E OF TH 74 TO CSAH 31 Termini 1.9 MI E OF TH 74 TO CSAH 31










BIT. RECLAIMED, BIT.SURFACING, AGG. SHLD. IN 2004WITH COUNTY FUNDS.

Comments BIT. RECLAIMED, BIT.SURFACING, AGG. SHLD. IN 2004WITH COUNTY FUNDS.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1018878.72 / 60 * 25 *1.1

$280,192


0.6 * 2112 * 64.76 / 20 * 25 $102,580


0.6 * 30993.94 / 60 * 25 $7,748


$0 + $280,192 + $102,580+ $7,748

$390,520



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1018878.72 / 60 * 25 *1.1

$793,876


1.7 * 2112 * 64.76 / 20 * 25 $290,643


1.7 * 30993.94 / 60 * 25 $21,954


$0 + $793,876 + $290,643+ $21,954

$1,106,473



Status : Original


Original Current


3 Segment Length 3




CSAH 28 TO 3.0 MI NW Termini CSAH 28 TO 3.0 MI NW










RECLAMED AND RESURFACED IN2007 UNDER SAP 85-631-14. 1-17-08 J.B.

Comments RECLAMED AND RESURFACED IN2007 UNDER SAP 85-631-14. 1-17-08 J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1018878.72 / 60 * 25 *1.1

$1,400,958


3 * 2112 * 64.76 / 20 * 25 $512,899


3 * 30993.94 / 60 * 25 $38,742


$0 + $1,400,958 + $512,899+ $38,742

$1,952,599



Status : Original


Original Current






3.0 NW CSAH 28 TO CSAH 30 Termini 3.0 NW CSAH 28 TO CSAH 30











RECLAMED AND RESURFACED IN2007 UNDER SAP 85-631-14. 1-17-08. J.B.


RECLAMED AND RESURFACED IN2007 UNDER SAP 85-631-14. 1-17-08. J.B.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






CSAH 30 TO 1.4 MILESNORTHEAST

Termini CSAH 30 TO 1.4 MILESNORTHEAST

83 Present AADT 83









Comments


Segment Override



Computation Result


1.4 * 509439.36 / 60 * 25 *1.1

$326,890


1.4 * 546 * 10.3 / 2 * 25 $98,417


1.4 * 44376.19 / 60 * 25 $25,886


$326,890 + $98,417 +$25,886

$451,193



Status : Original


Original Current






1.4 M NE OF CSAH 30 TO N COLINE

Termini 1.4 M NE OF CSAH 30 TO N COLINE

83 Present AADT 83









Comments


Segment Override


Original Current


9.94 Milepoint 9.94


TROUT CREEK Feature Crossed TROUT CREEK

Type of Service

Number of Spans




Comments



Original Current


7.58 Milepoint 7.58



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


8.39 Milepoint 8.39



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments



Original Current


7.7 Milepoint 7.7



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


2.8 * 509439.36 / 60 * 25 *1.1

$653,781


2.8 * 546 * 10.3 / 2 * 25 $196,833


2.8 * 44376.19 / 60 * 25 $51,772


103.4 * 35.8 * 152 / 80 * 25* 1.15

$202,206


85 * 338.00045307 * 15.47 /100 * 25 * 1.15

$127,780


47 * 246.00032338 * 15.47 /100 * 25 * 1.15

$51,424


82 * 131.99985848 * 15.47 /100 * 25 * 1.15

$48,141

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

$653,781 + $196,833 +$51,772 + $202,206 +$127,780 + $51,424 +$48,141

$1,331,937



Status : Original


Original Current






TH 61 TO MARTINA ROAD Termini TH 61 TO MARTINA ROAD










BIT MILLING, CONC.RUBILIZATION, RESURFACING IN2004 UNDER SAP 85-632-09 STPX8504(110). LET 4-14-04

Comments BIT MILLING, CONC.RUBILIZATION, RESURFACING IN2004 UNDER SAP 85-632-09 STPX8504(110). LET 4-14-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 64.76 / 15 * 25 $94,032


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $94,032 +$3,289

$406,271



Status : Original


Original Current

GOODVIEW Municipality GOODVIEW





MARTINA RD. TO 0.45 MI. W. OFCSAH 54

Termini MARTINA RD. TO 0.45 MI. W. OFCSAH 54










BIT. MILLING, CONC.RUBILIZATION, BIT. SURFACINGIN 2004 UNDER SAP 85-632-09 &85-632-10 STPX 8504(110). LET 4-14-04

Comments BIT. MILLING, CONC.RUBILIZATION, BIT. SURFACINGIN 2004 UNDER SAP 85-632-09 &85-632-10 STPX 8504(110). LET 4-14-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 2149219.78 / 60 * 25* 1.15

$772,376


0.75 * 2904 * 64.76 / 15 * 25 $235,079


0.75 * 26314.46 / 60 * 25 $8,223


$0 + $772,376 + $235,079+ $8,223

$1,015,678



Status : Original


Original Current






0.45 MI .W OF C.S.A.H.54 TO W.LIMITS WINONA

Termini 0.45 MI .W OF C.S.A.H.54 TO W.LIMITS WINONA










BIT. MILLING, CONC.RUBILIZATION, BIT. SURFACINGIN 2004 UNDER SAP 85-632-09 &85-632-10 STPX 8504 (110). LET 4-14-04

Comments BIT. MILLING, CONC.RUBILIZATION, BIT. SURFACINGIN 2004 UNDER SAP 85-632-09 &85-632-10 STPX 8504 (110). LET 4-14-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 2149219.78 / 60 * 25 *1.15

$1,647,735


1.6 * 2904 * 64.76 / 15 * 25 $501,501


1.6 * 26314.46 / 60 * 25 $17,543


$0 + $1,647,735 + $501,501+ $17,543

$2,166,779



Status : Original


Original Current






W LIMS WINONA TO 0.07 MI. W. OFPELZER

Termini W LIMS WINONA TO 0.07 MI. W. OFPELZER










BIT. MILLING, CONC.RUBBILIZATION, BIT. SURFACE IN2004 UNDER SAP 85-632-10, STPX8504 (110) LET 4/14//04.

Comments BIT. MILLING, CONC.RUBBILIZATION, BIT. SURFACE IN2004 UNDER SAP 85-632-10, STPX8504 (110) LET 4/14//04.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2149219.78 / 60 * 25* 1.15

$164,774


0.16 * 2904 * 64.76 / 15 * 25 $50,150


0.16 * 26314.46 / 60 * 25 $1,754


$0 + $164,774 + $50,150 +$1,754

$216,678



Status : Original


Original Current






0.07 MI. W. OF PELZER ST. TO 0.07MI E. OF PELZER ST.

Termini 0.07 MI. W. OF PELZER ST. TO 0.07MI E. OF PELZER ST.










NEW SEGMENT BUILT UNDERSAP 85-632-13LETTING DATE 9-15-05

Comments NEW SEGMENT BUILT UNDERSAP 85-632-13LETTING DATE 9-15-05


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.14 * 2149219.78 / 60 * 25* 1.15

$144,177


0.14 * 2904 * 64.76 / 15 * 25 $43,881


0.14 * 26314.46 / 60 * 25 $1,535


$70,313 + $144,177 +$43,881 + $1,535

$259,906



Status : Original


Original Current






0.07 MI. E. OF PELZER TOBROADWAY

Termini 0.07 MI. E. OF PELZER TOBROADWAY










2013 - SAP 085-632-015 M&OL/C&G

LENGTH, TERMIN. AND CURB ANDGUTTER I CHANGED DUE TOPAVING PROJECT IN 2004

LENGTH AND TERMINI CHANGEDDUE TO PELZER STREET CONST.2-8-06

Comments 2013 - SAP 085-632-015 M&OL/C&G

LENGTH, TERMIN. AND CURB ANDGUTTER I CHANGED DUE TOPAVING PROJECT IN 2004

LENGTH AND TERMINI CHANGEDDUE TO PELZER STREET CONST.2-8-06


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 2149219.78 / 60 * 25* 1.15

$453,127


0.44 * 2904 * 64.76 / 15 * 25 $137,913


0.44 * 26314.46 / 60 * 25 $4,824


$0 + $453,127 + $137,913+ $4,824

$595,864



Status : Original


Original Current






ON JUNCTION ST - BROADWAYTO GILMORE AVE

Termini ON JUNCTION ST - BROADWAYTO GILMORE AVE










2013 - SAP 085-632-015 M&OL/C&G

BRIDGE 92615 IS TO BEREINSTATED 2002


BRIDGE 92615 IS TO BEREINSTATED 2002


Segment Override


Original Current


3.44 Milepoint 3.44


GILMORE CREEK Feature Crossed GILMORE CREEK

Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 2149219.78 / 60 * 25* 1.15

$329,547


0.32 * 2904 * 64.76 / 15 * 25 $100,300


0.32 * 26314.46 / 60 * 25 $3,509


96 * 51.00043459 * 15.47 /100 * 25 * 1.15

$21,776


$0 + $329,547 + $100,300+ $3,509 + $21,776

$455,132



Status : Original


Original Current






ON GILMORE AVE - JUNCTION STTO VILA ST

Termini ON GILMORE AVE - JUNCTION STTO VILA ST










2013 - SAP 085-632-015 M&OL/C&G Comments 2013 - SAP 085-632-015 M&OL/C&G


Segment Override


Original Current


4.06 Milepoint 4.06


GILMORE CREEK Feature Crossed GILMORE CREEK

Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2149219.78 / 60 * 25 *1.15

$411,934


0.4 * 2904 * 64.76 / 15 * 25 $125,375


0.4 * 26314.46 / 60 * 25 $4,386


462 * 51.00043459 * 15.47 /100 * 25 * 1.15

$104,796


$0 + $411,934 + $125,375+ $4,386 + $104,796

$646,491



Status : Original


Original Current






GILMORE - VILA ST TO FRANCISST

Termini GILMORE - VILA ST TO FRANCISST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2149219.78 / 60 * 25* 1.15

$247,160


0.24 * 2904 * 64.76 / 15 * 25 $75,225


0.24 * 26314.46 / 60 * 25 $2,631


$0 + $247,160 + $75,225 +$2,631

$325,016



Status : Original


Original Current






GILMORE - FRANCIS TO SARNIAST

Termini GILMORE - FRANCIS TO SARNIAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2149219.78 / 60 * 25* 1.15

$123,580


0.12 * 2904 * 64.76 / 15 * 25 $37,613


0.12 * 26314.46 / 60 * 25 $1,316


$0 + $123,580 + $37,613 +$1,316

$162,509



Status : Original


Original Current






SARNIA - GILMORE TO SIOUX ST Termini SARNIA - GILMORE TO SIOUX ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2149219.78 / 60 * 25* 1.15

$257,459


0.25 * 2904 * 64.76 / 15 * 25 $78,360


0.25 * 26314.46 / 60 * 25 $2,741


$0 + $257,459 + $78,360 +$2,741

$338,560



Status : Original


Original Current






SARNIA - SIOUX ST TO HARRIETST

Termini SARNIA - SIOUX ST TO HARRIETST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2149219.78 / 60 * 25* 1.15

$360,442


0.35 * 2904 * 64.76 / 15 * 25 $109,703


0.35 * 26314.46 / 60 * 25 $3,838


$0 + $360,442 + $109,703+ $3,838

$473,983



Status : Original


Original Current






SARNIA - HARRIET TO WINONA ST Termini SARNIA - HARRIET TO WINONA ST










2013 - SAP 085-632-015 M&OL/C&G

TRAFFIC SIGINALS ADDED IN 2002UNDER S.A.P. 85-632-12


TRAFFIC SIGINALS ADDED IN 2002UNDER S.A.P. 85-632-12


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.14 * 2149219.78 / 60 * 25* 1.15

$144,177


0.14 * 2904 * 64.76 / 15 * 25 $43,881


0.14 * 26314.46 / 60 * 25 $1,535


$70,313 + $144,177 +$43,881 + $1,535

$259,906



Status : Original


Original Current






SARNIA - WINONA ST TOJOHNSON

Termini SARNIA - WINONA ST TOJOHNSON












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2149219.78 / 60 * 25* 1.15

$144,177


0.14 * 2904 * 64.76 / 15 * 25 $43,881


0.14 * 26314.46 / 60 * 25 $1,535


$0 + $144,177 + $43,881 +$1,535

$189,593



Status : Original


Original Current






SARNIA - JOHNSON ST TO TH 43 Termini SARNIA - JOHNSON ST TO TH 43












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2149219.78 / 60 * 25* 1.15

$72,088


0.07 * 2904 * 64.76 / 15 * 25 $21,941


0.07 * 26314.46 / 60 * 25 $768


$0 + $72,088 + $21,941 +$768

$94,797



Status : Original


Original Current


4 Segment Length 4




SO CO LINE TO 0.2 MI NO CSAH 6 Termini SO CO LINE TO 0.2 MI NO CSAH 6










RECLAMATION ANDRESURFACING IN 2001 WITHCOUNTY FUNDS

BOX CULVERT 85J32CONSTRUCTED IN 2009 UNDERSAP 85-633-17. (LET 08-26-09)JRB

Comments RECLAMATION ANDRESURFACING IN 2001 WITHCOUNTY FUNDS

BOX CULVERT 85J32CONSTRUCTED IN 2009 UNDERSAP 85-633-17. (LET 08-26-09)JRB


Segment Override


Original Current


1.88 Milepoint 1.88


DRY RUN Feature Crossed DRY RUN



12 Culvert Width 12



264 Area of Waterway Opening 264


ADJUSTED BARREL LENGTH TOBR LOG

Comments ADJUSTED BARREL LENGTH TOBR LOG




Computation Result


0 * 56250 / 40 * 25 $0


4 * 1018878.72 / 60 * 25 *1.1

$1,867,944


4 * 2112 * 64.76 / 20 * 25 $683,866


4 * 30993.94 / 60 * 25 $51,657


56 * 264 * 15.47 / 100 * 25 *1.15

$65,754


$0 + $1,867,944 + $683,866+ $51,657 + $65,754

$2,669,221



Status : Original


Original Current






0.2 MI NO CSAH 6 TO 2.3 MI SO OFSO LIM UTICA

Termini 0.2 MI NO CSAH 6 TO 2.3 MI SO OFSO LIM UTICA













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 1018878.72 / 60 * 25 *1.1

$1,120,767


2.4 * 2112 * 64.76 / 20 * 25 $410,319


2.4 * 30993.94 / 60 * 25 $30,994


$0 + $1,120,767 + $410,319+ $30,994

$1,562,080



Status : Original


Original Current






2.3 MI SO TO SO LIM UTICA Termini 2.3 MI SO TO SO LIM UTICA













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1018878.72 / 60 * 25 *1.1

$1,074,068


2.3 * 2112 * 64.76 / 20 * 25 $393,223


2.3 * 30993.94 / 60 * 25 $29,703


$0 + $1,074,068 + $393,223+ $29,703

$1,496,994



Status : Original


Original Current






SO LIM OF UTICA TO 0.17 MI SOOF TH 14

Termini SO LIM OF UTICA TO 0.17 MI SOOF TH 14










RECLAIMEDD, RESURFACED IN2006 UNDER S.A.P. 85-633-18 (LET5/31/06)

Comments RECLAIMEDD, RESURFACED IN2006 UNDER S.A.P. 85-633-18 (LET5/31/06)


Segment Override


Status: Original

Original Current



193248T USDOT Number 193248T


1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY



Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 2149219.78 / 60 * 25* 1.15

$453,127


0.44 * 2904 * 64.76 / 15 * 25 $137,913


0.44 * 26314.46 / 60 * 25 $4,824


275000 / 25 * 25 $275,000


72 * 1350 / 25 * 25 $97,200


$0 + $453,127 + $137,913+ $4,824 + $275,000 +$97,200

$968,064



Status : Original


Original Current






0.17 MILE SOUTH OF TH 14 TO TH14

Termini 0.17 MILE SOUTH OF TH 14 TO TH14













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 2149219.78 / 60 * 25* 1.15

$175,072


0.17 * 2904 * 64.76 / 15 * 25 $53,285


0.17 * 26314.46 / 60 * 25 $1,864


$0 + $175,072 + $53,285 +$1,864

$230,221



Status : Original


Original Current






TH 14 TO N LIM UTICA Termini TH 14 TO N LIM UTICA










COLD IN PLACE RECYCLE ANDBITUMINOUS SURFACING,AGGRGATE SHOULDERS IN 2003UNDER S.A.P. 85-633-16. (LET 4-30-03 - APS)

SEGMNET IS EGIIBLE FORREINSTATEMENT 3/26/07

REPLACED STRUCTURE WITH12'X10' PCCBC DUE TO FLOODDAMAGE IN 2007 UNDER SAP 85-633-19 & SP 85-998-0. 01-17-08.J.B.


Comments COLD IN PLACE RECYCLE ANDBITUMINOUS SURFACING,AGGRGATE SHOULDERS IN 2003UNDER S.A.P. 85-633-16. (LET 4-30-03 - APS)





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.02 * 1018878.72 / 60 * 25* 1.1

$9,340


0.02 * 2112 * 64.76 / 20 * 25 $3,419


0.02 * 30993.94 / 60 * 25 $258


$0 + $9,340 + $3,419 +$258

$13,017



Status : Original


Original Current






N LIM UTICA TO S LIM ALTURA Termini N LIM UTICA TO S LIM ALTURA










COLD IN PLACE RECYCLE ANDBITUMINOUS SURFACING,AGGRGATE SHOULDERS IN 2003UNDER S.A.P. 85-633-16. (LET 4-30-03 - APS)




Comments COLD IN PLACE RECYCLE ANDBITUMINOUS SURFACING,AGGRGATE SHOULDERS IN 2003UNDER S.A.P. 85-633-16. (LET 4-30-03 - APS)





Segment Override


Original Current


11.4 Milepoint 11.4





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.58 * 1018878.72 / 60 * 25* 1.1

$2,138,796


4.58 * 2112 * 64.76 / 20 * 25 $783,026


4.58 * 30993.94 / 60 * 25 $59,147


116 * 359.99971189 * 15.47/ 100 * 25 * 1.15

$185,733


$0 + $2,138,796 + $783,026+ $59,147 + $185,733

$3,166,702



Status : Original


Original Current






SO LIM ALTURA TO 0.1 MI SO OFTH 248

Termini SO LIM ALTURA TO 0.1 MI SO OFTH 248










COLD IN PLACE RECYCLE,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-633-16.(LET 4-30-03 - APS)

SEGMENT ELIGIBLE FORREINSTATEMENT 3/26/07

SEALCOATED IN 2008 UNDER SAP85-633-20 LET 6-25-08 J.B. AWARD7/1/08 RLL

Comments COLD IN PLACE RECYCLE,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-633-16.(LET 4-30-03 - APS)

SEGMENT ELIGIBLE FORREINSTATEMENT 3/26/07

SEALCOATED IN 2008 UNDER SAP85-633-20 LET 6-25-08 J.B. AWARD7/1/08 RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.36 * 1128323.19 / 60 * 25* 1.1

$703,321


1.36 * 2376 * 64.76 / 20 * 25 $261,579


1.36 * 22225.46 / 60 * 25 $12,594


$0 + $703,321 + $261,579+ $12,594

$977,494



Status : Original


Original Current






0.1 SO OF TH 248 TO TH 248 Termini 0.1 SO OF TH 248 TO TH 248










BITUMINOUS MILLING,RESURFACING IN 2003 UNDERS.A.P. 85-633-16. (LET 4-30-03 -APS)


Comments BITUMINOUS MILLING,RESURFACING IN 2003 UNDERS.A.P. 85-633-16. (LET 4-30-03 -APS)



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current

ST CHARLES Municipality ST CHARLES





TH 74 AND W 14TH ST TO STCHARLES +10TH ST

Termini TH 74 AND W 14TH ST TO STCHARLES +10TH ST










Comments


Segment Override


Status: Original

Original Current



193256K USDOT Number 193256K


1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded


Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 2149219.78 / 60 * 25* 1.15

$350,144


0.34 * 2904 * 64.76 / 15 * 25 $106,569


0.34 * 26314.46 / 60 * 25 $3,728


1500 / 25 * 25 $1,500


72 * 1350 / 25 * 25 $97,200


$0 + $350,144 + $106,569+ $3,728 + $1,500 +$97,200

$559,141



Status : Original


Original Current






WEST COUNTY LINE TO TH 74 Termini WEST COUNTY LINE TO TH 74










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current






TH 74 TO 0.7 M E Termini TH 74 TO 0.7 M E










BITUMINOUS RECLAMATION,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-635-08.(LET 4-30-03 - APS)

Comments BITUMINOUS RECLAMATION,BITUMINOUS SURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-635-08.(LET 4-30-03 - APS)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current






0.7 M TO 3.3 M SE OF TH 74 Termini 0.7 M TO 3.3 M SE OF TH 74













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1018878.72 / 60 * 25 *1.1

$1,214,164


2.6 * 2112 * 64.76 / 20 * 25 $444,513


2.6 * 30993.94 / 60 * 25 $33,577


$0 + $1,214,164 + $444,513+ $33,577

$1,692,254



Status : Original


Original Current






3.3 MIS.E. OF TH 74 TO CSAH 37 Termini 3.3 MIS.E. OF TH 74 TO CSAH 37













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1018878.72 / 60 * 25 *1.1

$93,397


0.2 * 2112 * 64.76 / 20 * 25 $34,193


0.2 * 30993.94 / 60 * 25 $2,583


$0 + $93,397 + $34,193 +$2,583

$130,173



Status : Original


Original Current






CSAH 37 TO 0.30 MILES SOUTH Termini CSAH 37 TO 0.30 MILES SOUTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1018878.72 / 60 * 25 *1.1

$140,096


0.3 * 2112 * 64.76 / 20 * 25 $51,290


0.3 * 30993.94 / 60 * 25 $3,874


$0 + $140,096 + $51,290 +$3,874

$195,260



Status : Original


Original Current






FROM 0.30 MILES SOUTH OFCSAH 37 TO CSAH 6

Termini FROM 0.30 MILES SOUTH OFCSAH 37 TO CSAH 6










BIT. MILLING, BIT. SURFACE,AGG. SHOULDERS IN 2002UNDERS SAP 85-635-07

REINSTATED 2010. JRB

Comments BIT. MILLING, BIT. SURFACE,AGG. SHOULDERS IN 2002UNDERS SAP 85-635-07

REINSTATED 2010. JRB


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 1018878.72 / 60 * 25 *1.1

$1,634,451


3.5 * 2112 * 64.76 / 20 * 25 $598,382


3.5 * 30993.94 / 60 * 25 $45,199


$0 + $1,634,451 + $598,382+ $45,199

$2,278,032



Status : Original


Original Current






CSAH 35 TO 0.3 MI NO Termini CSAH 35 TO 0.3 MI NO










BITUMINOUS MILLING,BITUMINOUS SURFACING ANDAGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS

Comments BITUMINOUS MILLING,BITUMINOUS SURFACING ANDAGGREGATE SHOULDERING IN2003 WITH COUNTY FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1018878.72 / 60 * 25 *1.1

$140,096


0.3 * 2112 * 64.76 / 20 * 25 $51,290


0.3 * 30993.94 / 60 * 25 $3,874


$0 + $140,096 + $51,290 +$3,874

$195,260



Status : Original


Original Current






0.30 M N TO 1.0 M N CSAH 35 Termini 0.30 M N TO 1.0 M N CSAH 35













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1018878.72 / 60 * 25 *1.1

$326,890


0.7 * 2112 * 64.76 / 20 * 25 $119,676


0.7 * 30993.94 / 60 * 25 $9,040


$0 + $326,890 + $119,676+ $9,040

$455,606



Status : Original


Original Current






1.0 MI N OF CSAH 35 TO TH 14 Termini 1.0 MI N OF CSAH 35 TO TH 14










Comments


Segment Override


Status: Original

Original Current



193251B USDOT Number 193251B


1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded


Last Year Surfaced


NEW CROSSING PUT IN 2004 ATNO COST TO COUNTY.

Comments NEW CROSSING PUT IN 2004 ATNO COST TO COUNTY.



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1018878.72 / 60 * 25 *1.1

$1,214,164


2.6 * 2112 * 64.76 / 20 * 25 $444,513


2.6 * 30993.94 / 60 * 25 $33,577


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$0 + $1,214,164 + $444,513+ $33,577 + $1,500 +$64,800

$1,758,554



Status : Original


Original Current






TH 14 TO 1.2 MI N Termini TH 14 TO 1.2 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






1.2 MI N OF TH 14 TO 2.1 MI N OFTH 14

Termini 1.2 MI N OF TH 14 TO 2.1 MI N OFTH 14










Comments


Segment Override


Original Current


5.15 Milepoint 5.15





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1018878.72 / 60 * 25 *1.1

$420,287


0.9 * 2112 * 64.76 / 20 * 25 $153,870


0.9 * 30993.94 / 60 * 25 $11,623


168 * 82.00046659 * 15.47 /100 * 25 * 1.15

$61,271


$0 + $420,287 + $153,870+ $11,623 + $61,271

$647,051



Status : Original


Original Current






2.1 M N TH 14 TO 4.2 MI N TH 14 Termini 2.1 M N TH 14 TO 4.2 MI N TH 14










COMBINED SEGMENTS 85-637-040, 85-637-041 INTO ONESEGMENT (85-637-040) ANDDELETED SEGMENT 85-637-041 IN2004.

Comments COMBINED SEGMENTS 85-637-040, 85-637-041 INTO ONESEGMENT (85-637-040) ANDDELETED SEGMENT 85-637-041 IN2004.


Segment Override


Original Current


6.62 Milepoint 6.62



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 1018878.72 / 60 * 25 *1.1

$980,671


2.1 * 2112 * 64.76 / 20 * 25 $359,029


2.1 * 30993.94 / 60 * 25 $27,120


112.6 * 31.7 * 152 / 80 * 25* 1.15

$194,980


$0 + $980,671 + $359,029+ $27,120 + $194,980

$1,561,800



Status : Original


Original Current






4.2 MI N OF TH 14 TO CSAH 24 Termini 4.2 MI N OF TH 14 TO CSAH 24










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1018878.72 / 60 * 25 *1.1

$747,178


1.6 * 2112 * 64.76 / 20 * 25 $273,546


1.6 * 30993.94 / 60 * 25 $20,663


$0 + $747,178 + $273,546+ $20,663

$1,041,387



Status : Original


Original Current






CSAH 24 TO CO RD 112 Termini CSAH 24 TO CO RD 112










Comments


Segment Override


Original Current


9.59 Milepoint 9.59



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


2.1 * 509439.36 / 60 * 25 *1.1

$490,335


2.1 * 546 * 10.3 / 2 * 25 $147,625


2.1 * 44376.19 / 60 * 25 $38,829


58 * 81.00050028 * 15.47 /100 * 25 * 1.15

$20,895


$490,335 + $147,625 +$38,829 + $20,895

$697,684



Status : Original


Original Current






CR 112 TO 1.1 MI NO Termini CR 112 TO 1.1 MI NO










Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments



Original Current





Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


1.1 * 509439.36 / 60 * 25 *1.1

$256,842


1.1 * 546 * 10.3 / 2 * 25 $77,327


1.1 * 44376.19 / 60 * 25 $20,339


139.5 * 35.8 * 152 / 80 * 25* 1.15

$272,803


80 * 169.99965465 * 15.47 /100 * 25 * 1.15

$60,488

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

$256,842 + $77,327 +$20,339 + $272,803 +$60,488

$687,799



Status : Original


Original Current






1.1 MI N OF CO RD 112 TO CSAH26

Termini 1.1 MI N OF CO RD 112 TO CSAH26












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1018878.72 / 60 * 25 *1.1

$93,397


0.2 * 2112 * 64.76 / 20 * 25 $34,193


0.2 * 30993.94 / 60 * 25 $2,583


$0 + $93,397 + $34,193 +$2,583

$130,173



Status : Original


Original Current






TH 74 TO 0.3 MI NE Termini TH 74 TO 0.3 MI NE










BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)


Comments BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1018878.72 / 60 * 25 *1.1

$140,096


0.3 * 2112 * 64.76 / 20 * 25 $51,290


0.3 * 30993.94 / 60 * 25 $3,874


$0 + $140,096 + $51,290 +$3,874

$195,260



Status : Original


Original Current






0.3 MI NE TO 1.4 MI NE TH 74 Termini 0.3 MI NE TO 1.4 MI NE TH 74










SEGMENT LENGTH AND TERMINICHANGED TO MATCH 2003CONSTRUCTION PROJECT.BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)

REVISED COST/MILE FORSEGMENTS 639-011, -012 AND -013TO REFLECT NEW SEGMENTLENGTHS. USED THE PREVIOUSCOST/MILE WEIGHTED BY NEWVS OLD LENGTH. APS


Comments SEGMENT LENGTH AND TERMINICHANGED TO MATCH 2003CONSTRUCTION PROJECT.BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1018878.72 / 60 * 25 *1.1

$513,685


1.1 * 2112 * 64.76 / 20 * 25 $188,063


1.1 * 30993.94 / 60 * 25 $14,206


$0 + $513,685 + $188,063+ $14,206

$715,954



Status : Original


Original Current






1.4 MI N TO 1.6 MI N TH 74 Termini 1.4 MI N TO 1.6 MI N TH 74










SEGMENT LENGTH AND TERMINIWERE CHANGED TO MATCH 2003CONSTRUCTION.BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING ANDAGGREGATE SHOULDERS IN 2003UNDER S.A.P. 85-639-19. (LET 4-30-03 - APS)



Comments SEGMENT LENGTH AND TERMINIWERE CHANGED TO MATCH 2003CONSTRUCTION.BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING ANDAGGREGATE SHOULDERS IN 2003UNDER S.A.P. 85-639-19. (LET 4-30-03 - APS)




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1018878.72 / 60 * 25 *1.1

$93,397


0.2 * 2112 * 64.76 / 20 * 25 $34,193


0.2 * 30993.94 / 60 * 25 $2,583


$0 + $93,397 + $34,193 +$2,583

$130,173



Status : Original


Original Current






1.6 MI N TH 74 TO 0.6 MI N CSAH24

Termini 1.6 MI N TH 74 TO 0.6 MI N CSAH24










SEGMENT LENGTH AND TERMINIWERE CHANGED TO MATCH 2003CONSTRUCTUION. BITUMINOUSRECLAMATION, BITUMINOUSRESURFACING , AGGREGATESHOULDERING IN 2003 UNDERS.A.P. 85-639-19. (LET 4-30-03 -APS)



Comments SEGMENT LENGTH AND TERMINIWERE CHANGED TO MATCH 2003CONSTRUCTUION. BITUMINOUSRECLAMATION, BITUMINOUSRESURFACING , AGGREGATESHOULDERING IN 2003 UNDERS.A.P. 85-639-19. (LET 4-30-03 -APS)




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 1018878.72 / 60 * 25 *1.1

$1,914,643


4.1 * 2112 * 64.76 / 20 * 25 $700,962


4.1 * 30993.94 / 60 * 25 $52,948


$0 + $1,914,643 + $700,962+ $52,948

$2,668,553



Status : Original


Original Current






0.6 MI NO CSAH 24 TO TH 74 Termini 0.6 MI NO CSAH 24 TO TH 74










BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)


INTERSECTION IMPROVEMENT IN2008 UNDER SAP 85-639-21. LET 8-11-08. JB.BR 85565 AWARD 8/12/08 RLL


Comments BITUMINOUS RECLAMATION,BITUMINOUS RESURFACING,AGGREGATE SHOULDERING IN2003 UNDER S.A.P. 85-639-19.(LET 4-30-03 - APS)


INTERSECTION IMPROVEMENT IN2008 UNDER SAP 85-639-21. LET 8-11-08. JB.BR 85565 AWARD 8/12/08 RLL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1018878.72 / 60 * 25 *1.1

$560,383


1.2 * 2112 * 64.76 / 20 * 25 $205,160


1.2 * 30993.94 / 60 * 25 $15,497


$0 + $560,383 + $205,160+ $15,497

$781,040



Status : Original


Original Current






TH 74 TO 0.8 M W Termini TH 74 TO 0.8 M W










IMPROVED INTERSECTION ANDREPLACED STRUCTURE UNDERSAP 85-639-21. LET 8-11-08. JB.NEW BR 85565 AWARD 8/12/08RLL


Comments IMPROVED INTERSECTION ANDREPLACED STRUCTURE UNDERSAP 85-639-21. LET 8-11-08. JB.NEW BR 85565 AWARD 8/12/08RLL



Segment Override


Original Current


6.91 Milepoint 6.91


MID FK WHITEWATER RIVER Feature Crossed MID FK WHITEWATER RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1018878.72 / 60 * 25 *1.1

$373,589


0.8 * 2112 * 64.76 / 20 * 25 $136,773


0.8 * 30993.94 / 60 * 25 $10,331


166.3 * 35.3 * 138 / 80 * 25* 1.15

$291,135


$0 + $373,589 + $136,773+ $10,331 + $291,135

$811,828



Status : Original


Original Current






0.8 MI W TH 74 TO W CO LINE Termini 0.8 MI W TH 74 TO W CO LINE










BIT RECLAIMED, BITRESURFACING, AGG. SHLD.UNDER SAP 85-639-20. LET 7-21-04

SEGMENT ELIGIBLE FORREINSTATEMENT 1-16-08 J.B.


Comments BIT RECLAIMED, BITRESURFACING, AGG. SHLD.UNDER SAP 85-639-20. LET 7-21-04

SEGMENT ELIGIBLE FORREINSTATEMENT 1-16-08 J.B.



Segment Override


Original Current


7.96 Milepoint 7.96



Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current


Milepoint



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


52 * 39.99972879 * 15.47 /100 * 25 * 1.15

$9,251


40 * 51.00043459 * 15.47 /100 * 25 * 1.15

$9,073


$0 + $840,575 + $307,740+ $23,245 + $9,251 +$9,073

$1,189,884



Status : Original


Original Current






W CO LINE TO NO CO LINE Termini W CO LINE TO NO CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1018878.72 / 60 * 25 *1.1

$1,354,260


2.9 * 2112 * 64.76 / 20 * 25 $495,803


2.9 * 30993.94 / 60 * 25 $37,451


$0 + $1,354,260 + $495,803+ $37,451

$1,887,514



Status : Revised


Original Current






S CO LINE TO CSAH 6 Termini S CO LINE TO CSAH 6












Segment Override


Original Current


0.08 Milepoint 0.08




3 Number of Spans 3


40 Bridge Width 40


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1018878.72 / 60 * 25 *1.1

$840,575


1.8 * 2112 * 64.76 / 20 * 25 $307,740


1.8 * 30993.94 / 60 * 25 $23,245


124.5 * 40 * 152 / 80 * 25 *1.15

$272,033


$0 + $840,575 + $307,740+ $23,245 + $272,033

$1,443,593



Status : Original


Original Current






CSAH 21 TO S LIMS WINONA Termini CSAH 21 TO S LIMS WINONA










RECLAIMED, RESURFACED IN2006 UNDER S.A.PP. 85-644-04(LET 5/31/06)

Comments RECLAIMED, RESURFACED IN2006 UNDER S.A.PP. 85-644-04(LET 5/31/06)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1018878.72 / 60 * 25 *1.1

$1,260,862


2.7 * 2112 * 64.76 / 20 * 25 $461,609


2.7 * 30993.94 / 60 * 25 $34,868


$0 + $1,260,862 + $461,609+ $34,868

$1,757,339



Status : Original


Original Current


1 Segment Length 1




S IMS WINONA TO 1.00 M N Termini S IMS WINONA TO 1.00 M N













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1018878.72 / 60 * 25 *1.1

$466,986


1 * 2112 * 64.76 / 20 * 25 $170,966


1 * 30993.94 / 60 * 25 $12,914


$0 + $466,986 + $170,966+ $12,914

$650,866



Status : Original


Original Current






1.0 M TO 1.4 M N OF S LIMSWINONA

Termini 1.0 M TO 1.4 M N OF S LIMSWINONA













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1128323.19 / 60 * 25 *1.1

$206,859


0.4 * 2376 * 64.76 / 20 * 25 $76,935


0.4 * 22225.46 / 60 * 25 $3,704


$0 + $206,859 + $76,935 +$3,704

$287,498



Status : Original


Original Current


1 Segment Length 1




1.4 M TO 2.4 M N OF S LIMSWINONA

Termini 1.4 M TO 2.4 M N OF S LIMSWINONA










BITUMINOUS RECLAIM,BITUMINOUS SURFACED,BITUMINOUS CURB IN 2002UNDER SAP 85-644-03


Comments BITUMINOUS RECLAIM,BITUMINOUS SURFACED,BITUMINOUS CURB IN 2002UNDER SAP 85-644-03



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1128323.19 / 60 * 25 *1.1

$517,148


1 * 2376 * 64.76 / 20 * 25 $192,337


1 * 22225.46 / 60 * 25 $9,261


$0 + $517,148 + $192,337+ $9,261

$718,746



Status : Original


Original Current






2.4 M TO 2.5 M NE OF S LIMWINONA

Termini 2.4 M TO 2.5 M NE OF S LIMWINONA










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 64.76 / 15 * 25 $31,344


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $31,344 +$1,096

$135,423



Status : Original


Original Current






2.5 MI NE OF S LIM WINONA TO TH14 & 61

Termini 2.5 MI NE OF S LIM WINONA TO TH14 & 61










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.03 * 2149219.78 / 60 * 25* 1.15

$30,895


0.03 * 2904 * 64.76 / 15 * 25 $9,403


0.03 * 26314.46 / 60 * 25 $329


$35,156 + $30,895 + $9,403+ $329

$75,783



Status : Original


Original Current






TH 61 N B TO 9TH ST GOODVIEW Termini TH 61 N B TO 9TH ST GOODVIEW










BITUMINOUS MILLED,BITUMINOUS SRFACING IN 2002WITH LOCAL FUNDS (CURB ANDGUTTER EAST SIDE ONLYINPLACE)

Comments BITUMINOUS MILLED,BITUMINOUS SRFACING IN 2002WITH LOCAL FUNDS (CURB ANDGUTTER EAST SIDE ONLYINPLACE)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2149219.78 / 60 * 25* 1.15

$164,774


0.16 * 2904 * 64.76 / 15 * 25 $50,150


0.16 * 26314.46 / 60 * 25 $1,754


$0 + $164,774 + $50,150 +$1,754

$216,678



Status : Original


Original Current






9TH ST GOODVIEW TO 6TH STGOODVIEW (CSAH 32)

Termini 9TH ST GOODVIEW TO 6TH STGOODVIEW (CSAH 32)










BITUMINOUS MILLED,BITUMINOUS RESURFACED IN2002 WITH LOCAL FUNDS

Comments BITUMINOUS MILLED,BITUMINOUS RESURFACED IN2002 WITH LOCAL FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2149219.78 / 60 * 25* 1.15

$247,160


0.24 * 2904 * 64.76 / 15 * 25 $75,225


0.24 * 26314.46 / 60 * 25 $2,631


$0 + $247,160 + $75,225 +$2,631

$325,016

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

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