SANEEDS - CSAH - Segment Report Roadway Segment Status ......0.4 * 15938.49 / 60 * 25 $2,656 RR...

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : BENTON Segment Nbr : 005-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 23 TO 800'SOUTH OF CO RD 46 Termini TH 23 TO 800'SOUTH OF CO RD 46

4800 Present AADT 4800

2015 Year of Count 2015

1.3 Projection Factor 1.3

6240 Projected Traffic 6240

RURAL Design Type RURAL

3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )

2017 Latest Year SA funds 2017

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2017 SAP 005-601-010 M&OL

DESIGN CHANGED FROM"RURAL" TO "URBAN" IN 2005

Comments 2017 SAP 005-601-010 M&OL

DESIGN CHANGED FROM"RURAL" TO "URBAN" IN 2005

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

061649D USDOT Number 061649D

0.05 Located at Milepoint 0.05

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1987 Last Year Protection Upgraded 1987

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments

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

0.4 * 723029.16 / 60 * 25 *1.1

$132,555

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 52.1 / 20 * 25 $61,895

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 15938.49 / 60 * 25 $2,656

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

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

$0 + $132,555 + $61,895 +$2,656 + $275,000 +$64,800

$536,906



Status : Original


Original Current






800' SOUTH OF CR 46 TO 1400'NORTH OF CR 46

Termini 800' SOUTH OF CR 46 TO 1400'NORTH OF CR 46










2017 SAP 005-601-010 M&OL

CHANGED FROM RURAL DESIGNTO PROPOSED SURBURBANDESIGN WITH 8 FOOTSHOULDERS. IN 2005


CHANGED FROM RURAL DESIGNTO PROPOSED SURBURBANDESIGN WITH 8 FOOTSHOULDERS. IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 723029.16 / 60 * 25 *1.1

$132,555


0.4 * 2376 * 52.1 / 20 * 25 $61,895


0.4 * 15938.49 / 60 * 25 $2,656

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $132,555 + $61,895 +$2,656

$197,106



Status : Original


Original Current

SAUK RAPIDS Municipality SAUK RAPIDS





1400' NORTH OF CR 46 TO .50 MI.N.

Termini 1400' NORTH OF CR 46 TO .50 MI.N.










2017 SAP 005-601-010 M&OL

CORPORATE LIMIT CHANGE, 2006




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2292980.92 / 60 * 25 *1.1

$525,475


0.5 * 3564 * 52.1 / 20 * 25 $116,053


0.5 * 342385.46 / 60 * 25 $71,330


$0 + $525,475 + $116,053+ $71,330

$712,858



Status : Original


Original Current






.50 MI. N. TO .70 MI. N. (OUTSIDE) Termini .50 MI. N. TO .70 MI. N. (OUTSIDE)










2017 SAP 005-601-010 M&OL





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2292980.92 / 60 * 25 *1.1

$210,190


0.2 * 3564 * 52.1 / 20 * 25 $46,421


0.2 * 342385.46 / 60 * 25 $28,532


$0 + $210,190 + $46,421 +$28,532

$285,143



Status : Original


Original Current






.70 MI. N. TO CSAH 3 Termini .70 MI. N. TO CSAH 3










2017 SAP 005-601-010 M&OL





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2292980.92 / 60 * 25 *1.1

$420,380


0.4 * 3564 * 52.1 / 20 * 25 $92,842


0.4 * 342385.46 / 60 * 25 $57,064


$0 + $420,380 + $92,842 +$57,064

$570,286



Status : Original


Original Current






CSAH 3 TO S LIMS SAUK RAPIDS Termini CSAH 3 TO S LIMS SAUK RAPIDS










DESIGN CHANGED FROM RUALTO URBANWITH COMPLETE CURB ANDGUTTER AND STORM SEWER.CORPORATE LIMIT CHANGE, 2006

Comments DESIGN CHANGED FROM RUALTO URBANWITH COMPLETE CURB ANDGUTTER AND STORM SEWER.CORPORATE LIMIT CHANGE, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 723029.16 / 60 * 25 *1.1

$132,555


0.4 * 2376 * 52.1 / 20 * 25 $61,895


0.4 * 15938.49 / 60 * 25 $2,656


$0 + $132,555 + $61,895 +$2,656

$197,106



Status : Original


Original Current






S LIMS TO N LIMS SAUK RAPIDS Termini S LIMS TO N LIMS SAUK RAPIDS










CHANGED FROM RURAL TOURBAN DESIGNWITH COMPLETE CURB ANDGUTTER AND STORM SEWER.CORPORATE LIMIT CHANGE, 2006

Comments CHANGED FROM RURAL TOURBAN DESIGNWITH COMPLETE CURB ANDGUTTER AND STORM SEWER.CORPORATE LIMIT CHANGE, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 723029.16 / 60 * 25 *1.1

$82,847


0.25 * 2376 * 52.1 / 20 * 25 $38,684


0.25 * 15938.49 / 60 * 25 $1,660


$0 + $82,847 + $38,684 +$1,660

$123,191



Status : Original


Original Current






N LIMS SAUK RAPIDS TO .20 MI. SOF CSAH 29 (OUTSIDE)

Termini N LIMS SAUK RAPIDS TO .20 MI. SOF CSAH 29 (OUTSIDE)










CHANGED FROM RURAL TOURBAN DESIGN WITH COMPLETECURB AND GUTTER AND STORMSEWER. CORPORATE LIMITCHANGE, 2006

Comments CHANGED FROM RURAL TOURBAN DESIGN WITH COMPLETECURB AND GUTTER AND STORMSEWER. CORPORATE LIMITCHANGE, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 723029.16 / 60 * 25 *1.1

$66,278


0.2 * 2376 * 52.1 / 20 * 25 $30,947


0.2 * 15938.49 / 60 * 25 $1,328


$0 + $66,278 + $30,947 +$1,328

$98,553



Status : Original


Original Current






.30 MI S OF CSAH 29 TO CSAH 29 Termini .30 MI S OF CSAH 29 TO CSAH 29










CHANGED FROM RURAL TOURBAN DESIGN WITH COMPLETECURB AND GUTTER AND STORMSEWER. CORPORATE LIMITCHANGE, 2006.

Comments CHANGED FROM RURAL TOURBAN DESIGN WITH COMPLETECURB AND GUTTER AND STORMSEWER. CORPORATE LIMITCHANGE, 2006.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 723029.16 / 60 * 25 *1.1

$99,417


0.3 * 2376 * 52.1 / 20 * 25 $46,421


0.3 * 15938.49 / 60 * 25 $1,992


$0 + $99,417 + $46,421 +$1,992

$147,830



Status : Original


Original Current






CSAH 29 TO CR 78 Termini CSAH 29 TO CR 78










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 723029.16 / 60 * 25 *1.1

$1,093,582


3.3 * 2376 * 52.1 / 20 * 25 $510,632


3.3 * 15938.49 / 60 * 25 $21,915


$0 + $1,093,582 + $510,632+ $21,915

$1,626,129



Status : Original


Original Current






CR 78 TO CSAH 2 Termini CR 78 TO CSAH 2










COMBINED SEGMENTS 05-601-031AND 05-601-032 INTO ONESEGMENT (05-601-031) TOTAL OF6.1 MILES. IN 2005

Comments COMBINED SEGMENTS 05-601-031AND 05-601-032 INTO ONESEGMENT (05-601-031) TOTAL OF6.1 MILES. IN 2005


Segment Override

Culvert Information Status: Original

Original Current

93575 Structure Number 93575

10.31 Milepoint 10.31

1981 Year Built 1981

SUCKER CREEK Feature Crossed SUCKER CREEK

Type of Service

2 Number of Barrels 2

10 Culvert Width 10

5 Culvert Height 5

70 Culvert Length 70

99.99986017 Area of Waterway Opening 99.99986017

100% Shared Structure 100%

Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 723029.16 / 60 * 25 *1.1

$2,021,469


6.1 * 2376 * 52.1 / 20 * 25 $943,896


6.1 * 15938.49 / 60 * 25 $40,510

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

70 * 99.99986017 * 16.61 /100 * 25 * 1.15

$33,428

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

$0 + $2,021,469 + $943,896+ $40,510 + $33,428

$3,039,303



Status : Original


Original Current

RICE Municipality RICE





W CO LINE TO 0.34 MI E Termini W CO LINE TO 0.34 MI E










Comments


Segment Override

Bridge Information Status: Original

Original Current


0 Milepoint 0


MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER

Type of Service

0 Number of Spans 0

574.01 Bridge Length 574.01

47.8 Bridge Width 47.8


Comments

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



Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 723029.16 / 60 * 25 *1.1

$112,672


0.34 * 2376 * 52.1 / 20 * 25 $52,611


0.34 * 15938.49 / 60 * 25 $2,258

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

574.01 * 47.8 * 147 / 80 * 25* 1.15 * 50%

$724,741

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

$0 + $112,672 + $52,611 +$2,258 + $724,741

$892,282



Status : Original


Original Current






0.34 MI E OF W CO LINE TO 35THAVE NW

Termini 0.34 MI E OF W CO LINE TO 35THAVE NW










BROKE SEGMENT 020 OUT OF 030IN 2007

Comments BROKE SEGMENT 020 OUT OF 030IN 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.79 * 723029.16 / 60 * 25 *1.1

$261,797


0.79 * 2376 * 52.1 / 20 * 25 $122,242


0.79 * 15938.49 / 60 * 25 $5,246


$0 + $261,797 + $122,242+ $5,246

$389,285



Status : Original


Original Current






35TH AVE NW TO CSAH 31 INRICE

Termini 35TH AVE NW TO CSAH 31 INRICE










SEGMENT 020 BROKEN OUT OFTHIS SEGMENT 030 IN 20072012 SAP 005-602-015 M&OL

Comments SEGMENT 020 BROKEN OUT OFTHIS SEGMENT 030 IN 20072012 SAP 005-602-015 M&OL


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097629U USDOT Number 097629U

0.77 Located at Milepoint 0.77

2 Mainline Tracks 2

SIGNALS ONLY Protection Type SIGNALS ONLY

1986 Last Year Protection Upgraded 1986

32 Crossing Length 32

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.07 * 2292980.92 / 60 * 25* 1.1

$1,124,516


1.07 * 3564 * 52.1 / 20 * 25 $248,353


1.07 * 342385.46 / 60 * 25 $152,647

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

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 + $1,124,516 + $248,353+ $152,647 + $275,000 +$43,200

$1,843,716



Status : Original


Original Current






CSAH 31 TO 0.12 MILES EAST Termini CSAH 31 TO 0.12 MILES EAST





URBAN Design Type URBAN

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




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 1727805.67 / 60 * 25* 1.15

$99,349


0.12 * 2904 * 52.1 / 15 * 25 $30,260


0.12 * 82162.13 / 60 * 25 $4,108


$0 + $99,349 + $30,260 +$4,108

$133,717



Status : Original


Original Current






0.12 M E OF CSAH 31 TO CSAH 21 Termini 0.12 M E OF CSAH 31 TO CSAH 21










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 1727805.67 / 60 * 25* 1.15

$198,698


0.24 * 2904 * 52.1 / 15 * 25 $60,519


0.24 * 82162.13 / 60 * 25 $8,216


$0 + $198,698 + $60,519 +$8,216

$267,433



Status : Original


Original Current






CSAH 21 TO 0.39 MI S Termini CSAH 21 TO 0.39 MI S










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 723029.16 / 60 * 25 *1.1

$129,241


0.39 * 2376 * 52.1 / 20 * 25 $60,347


0.39 * 15938.49 / 60 * 25 $2,590


$0 + $129,241 + $60,347 +$2,590

$192,178



Status : Original


Original Current






0.39 MI SO OF CSAH 21 TO E LIMRICE

Termini 0.39 MI SO OF CSAH 21 TO E LIMRICE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 723029.16 / 60 * 25 *1.1

$53,022


0.16 * 2376 * 52.1 / 20 * 25 $24,758


0.16 * 15938.49 / 60 * 25 $1,063


$0 + $53,022 + $24,758 +$1,063

$78,843



Status : Original


Original Current






E LIM RICE TO CSAH 1 Termini E LIM RICE TO CSAH 1










Comments


Segment Override


Original Current


4.82 Milepoint 4.82


LITTLE ROCK CREEK Feature Crossed LITTLE ROCK CREEK

Type of Service

Number of Spans




Comments

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


Original Current


5.12 Milepoint 5.12


ZULEGER CREEK Feature Crossed ZULEGER CREEK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.6 * 723029.16 / 60 * 25 *1.1

$1,524,386


4.6 * 2376 * 52.1 / 20 * 25 $711,790


4.6 * 15938.49 / 60 * 25 $30,549

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

81.2 * 41.2 * 163 / 80 * 25 *1.15

$195,970


28 * 120.00026276 * 16.61 /100 * 25 * 1.15

$16,045

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

$0 + $1,524,386 + $711,790+ $30,549 + $195,970 +$16,045

$2,478,740



Status : Original


Original Current


1 Segment Length 1




CSAH 1 TO CO RD 58 Termini CSAH 1 TO CO RD 58










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 723029.16 / 60 * 25 * 1.1 $331,388


1 * 2376 * 52.1 / 20 * 25 $154,737


1 * 15938.49 / 60 * 25 $6,641


$0 + $331,388 + $154,737+ $6,641

$492,766



Status : Original


Original Current






CR 58 TO TH 25 Termini CR 58 TO TH 25










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 723029.16 / 60 * 25 *1.1

$33,139


0.1 * 2376 * 52.1 / 20 * 25 $15,474


0.1 * 15938.49 / 60 * 25 $664


$0 + $33,139 + $15,474 +$664

$49,277



Status : Original


Original Current





DIVIDED Existing Lane Description DIVIDED

TH 152 TO THIRD AV N Termini TH 152 TO THIRD AV N










CHANGED TO 4 LANE TRAFFIC, 2PARKING LANES. ADDED CURBAND GUTTER NEEDS IN 2005.

SP 05-603-25, 2007 WITH SAUKRAPIDS BRIDGE PROJECT

Comments CHANGED TO 4 LANE TRAFFIC, 2PARKING LANES. ADDED CURBAND GUTTER NEEDS IN 2005.

SP 05-603-25, 2007 WITH SAUKRAPIDS BRIDGE PROJECT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 3860446.1 / 60 * 25 *1.15

$277,470


0.15 * 3696 * 52.1 / 15 * 25 $48,140


0.15 * 636416.4 / 60 * 25 $39,776


$0 + $277,470 + $48,140 +$39,776

$365,386



Status : Original


Original Current






THIRD AV N TO 0.50 MI NE Termini THIRD AV N TO 0.50 MI NE










2016 SAP 005-603-029 RECONST3RD TO STEARNS AVE.

2015 SAP 005-603-031 BUILDINGREMOVALS

CHANGED TO 4 TRAFFIC LANESAND 2 PARKING LANES, ALSOCURB AND GUTTER NEEDS IN2005.

Comments 2016 SAP 005-603-029 RECONST3RD TO STEARNS AVE.

2015 SAP 005-603-031 BUILDINGREMOVALS

CHANGED TO 4 TRAFFIC LANESAND 2 PARKING LANES, ALSOCURB AND GUTTER NEEDS IN2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 3860446.1 / 60 * 25 *1.15

$924,899


0.5 * 3696 * 52.1 / 15 * 25 $160,468


0.5 * 636416.4 / 60 * 25 $132,587


$0 + $924,899 + $160,468+ $132,587

$1,217,954



Status : Original


Original Current






0.5 MI NE THIRD AV TO E LIMSAUK RAPIDS

Termini 0.5 MI NE THIRD AV TO E LIMSAUK RAPIDS










2016 SAP 005-603-029 RECONST3RD TO STEARNS AVE.

CHANGED TO PROPOSED 4TRAFFIC LANES, 2 PARKINGLANES & CURB NEEDS IN 2005.

Comments 2016 SAP 005-603-029 RECONST3RD TO STEARNS AVE.

CHANGED TO PROPOSED 4TRAFFIC LANES, 2 PARKINGLANES & CURB NEEDS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 3860446.1 / 60 * 25 *1.15

$647,429


0.35 * 3696 * 52.1 / 15 * 25 $112,328


0.35 * 636416.4 / 60 * 25 $92,811


$0 + $647,429 + $112,328+ $92,811

$852,568



Status : Original


Original Current






E LIM SAUK RAPIDS TO NEW TH10

Termini E LIM SAUK RAPIDS TO NEW TH10










2014 SAP 006-603-026 RECONSTW/ TH10

CHANGED TO 4 LANES TRAFFIC &2 PARKING LANES, ALSO CURBAND GUTTER NEEDS IN 2005.

Comments 2014 SAP 006-603-026 RECONSTW/ TH10

CHANGED TO 4 LANES TRAFFIC &2 PARKING LANES, ALSO CURBAND GUTTER NEEDS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 3860446.1 / 60 * 25 *1.15

$184,980


0.1 * 3696 * 52.1 / 15 * 25 $32,094


0.1 * 636416.4 / 60 * 25 $26,517


$0 + $184,980 + $32,094 +$26,517

$243,591



Status : Original


Original Current






NEW TH 10 TO 10TH AVE NE Termini NEW TH 10 TO 10TH AVE NE










2014 SAP 006-603-026 RECONSTW/ TH10

PROJ 005-603-026ROUNDABOUT AT TH 10 AND10TH AVE - 2014


PROJ 005-603-026ROUNDABOUT AT TH 10 AND10TH AVE - 2014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 3860446.1 / 60 * 25 *1.15

$739,919


0.4 * 3696 * 52.1 / 15 * 25 $128,374


0.4 * 636416.4 / 60 * 25 $106,069


$0 + $739,919 + $128,374+ $106,069

$974,362



Status : Original


Original Current






10TH AVE NE TO CSAH 1 Termini 10TH AVE NE TO CSAH 1










2014 SAP 006-603-026 RECONSTW/ TH10

PROJ 005-603-026ROUNDABOUT AT CSAH1, TWLTL,-2014 W/COUNTY FUNDS


PROJ 005-603-026ROUNDABOUT AT CSAH1, TWLTL,-2014 W/COUNTY FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2292980.92 / 60 * 25 *1.1

$525,475


0.5 * 3564 * 52.1 / 20 * 25 $116,053


0.5 * 342385.46 / 60 * 25 $71,330


$0 + $525,475 + $116,053+ $71,330

$712,858



Status : Original


Original Current






CSAH 1 TO WEST LIMITS OF SAUKRAPIDS

Termini CSAH 1 TO WEST LIMITS OF SAUKRAPIDS










CHANGED TO PRPOSEDSUBURBAN WITH 8 FOOTSHOULDERS IN 2005.

Comments CHANGED TO PRPOSEDSUBURBAN WITH 8 FOOTSHOULDERS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 723029.16 / 60 * 25 *1.1

$99,417


0.3 * 2376 * 52.1 / 20 * 25 $46,421


0.3 * 15938.49 / 60 * 25 $1,992


$0 + $99,417 + $46,421 +$1,992

$147,830



Status : Original


Original Current






WEST LIMITS TO EAST LIMITSSAUK RAPIDS

Termini WEST LIMITS TO EAST LIMITSSAUK RAPIDS










CHANGED FROM RURAL TOPROPOSED SUBURBAN WITH 8FOOT SHOULDERS IN 2005.

Comments CHANGED FROM RURAL TOPROPOSED SUBURBAN WITH 8FOOT SHOULDERS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 723029.16 / 60 * 25 *1.1

$198,833


0.6 * 2376 * 52.1 / 20 * 25 $92,842


0.6 * 15938.49 / 60 * 25 $3,985


$0 + $198,833 + $92,842 +$3,985

$295,660



Status : Original


Original Current


4 Segment Length 4




EAST LIMITS OF SAUK RAPIDS TOCSAH 15

Termini EAST LIMITS OF SAUK RAPIDS TOCSAH 15










COMBINED SEGMENTS 05-603-040AND 05-603-041 INTO ONESEGMENT (05-603-040) 4.0 MILES.

Comments COMBINED SEGMENTS 05-603-040AND 05-603-041 INTO ONESEGMENT (05-603-040) 4.0 MILES.


Segment Override


Original Current

L0002 Structure Number L0002

3.49 Milepoint 3.49


MAYHEW CREEK Feature Crossed MAYHEW CREEK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 723029.16 / 60 * 25 * 1.1 $1,325,553


4 * 2376 * 52.1 / 20 * 25 $618,948


4 * 15938.49 / 60 * 25 $26,564


84 * 120.00026276 * 16.61 /100 * 25 * 1.15

$48,136


$0 + $1,325,553 + $618,948+ $26,564 + $48,136

$2,019,201



Status : Original


Original Current






CSAH 15 TO CSAH 4 Termini CSAH 15 TO CSAH 4










Comments


Segment Override


Original Current


8 Milepoint 8


ELK RIVER Feature Crossed ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

123 Bridge Length 123

48 Bridge Width 48


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 723029.16 / 60 * 25 *1.1

$795,332


2.4 * 2376 * 52.1 / 20 * 25 $371,369


2.4 * 15938.49 / 60 * 25 $15,938


123 * 48 * 163 / 80 * 25 *1.15

$345,845


$0 + $795,332 + $371,369+ $15,938 + $345,845

$1,528,484



Status : Original


Original Current






CSAH 4 TO 0.20 MILE NE OF CSAH13

Termini CSAH 4 TO 0.20 MILE NE OF CSAH13










2014 SAP 005-603-030 RC&OLRECLAIM, 2014

Comments 2014 SAP 005-603-030 RC&OLRECLAIM, 2014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 723029.16 / 60 * 25 *1.1

$1,391,831


4.2 * 2376 * 52.1 / 20 * 25 $649,895


4.2 * 15938.49 / 60 * 25 $27,892


$0 + $1,391,831 + $649,895+ $27,892

$2,069,618



Status : Original


Original Current






0.20 MILES NE OF CSAH 13 TOWEST LIMITS GILMAN

Termini 0.20 MILES NE OF CSAH 13 TOWEST LIMITS GILMAN










2014 SAP 005-603-030 RC&OLRECLAIM, 2014



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 723029.16 / 60 * 25 *1.1

$629,638


1.9 * 2376 * 52.1 / 20 * 25 $294,000


1.9 * 15938.49 / 60 * 25 $12,618


$0 + $629,638 + $294,000+ $12,618

$936,256



Status : Original


Original Current

GILMAN Municipality GILMAN





WEST LIMITS GILMAN TO TH 25 Termini WEST LIMITS GILMAN TO TH 25










2014 SAP 005-603-030 RC&OLRECLAIM, 2014



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 723029.16 / 60 * 25 *1.1

$66,278


0.2 * 2376 * 52.1 / 20 * 25 $30,947


0.2 * 15938.49 / 60 * 25 $1,328


$0 + $66,278 + $30,947 +$1,328

$98,553



Status : Original


Original Current






TH 25 TO N LIM OF GILMAN Termini TH 25 TO N LIM OF GILMAN










COMBINED SEGMENTS 05-603-070AND 05-603-080 INTO ONE (05-603-070) 0.50 MILE IN 2005.

Comments COMBINED SEGMENTS 05-603-070AND 05-603-080 INTO ONE (05-603-070) 0.50 MILE IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1727805.67 / 60 * 25 *1.15

$413,953


0.5 * 2904 * 52.1 / 15 * 25 $126,082


0.5 * 82162.13 / 60 * 25 $17,117


$0 + $413,953 + $126,082+ $17,117

$557,152



Status : Original


Original Current






N LIM GILMAN TO 0.10 MI N Termini N LIM GILMAN TO 0.10 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 509956.95 / 60 * 25 *1.1

$23,373


0.1 * 2112 * 52.1 / 20 * 25 $13,754


0.1 * 24023.71 / 60 * 25 $1,001


$0 + $23,373 + $13,754 +$1,001

$38,128



Status : Original


Original Current


3 Segment Length 3




0.1 M NORTH OF N LIM GILMAN TO0.3 M NORTH OF CSAH 12

Termini 0.1 M NORTH OF N LIM GILMAN TO0.3 M NORTH OF CSAH 12










Comments


Segment Override


Original Current

05J02 Structure Number 05J02

Milepoint





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


82 * 195.9998551 * 16.61 /100 * 25 * 1.15

$76,750


$0 + $701,191 + $412,632+ $30,030 + $76,750

$1,220,603



Status : Original


Original Current






FROM 0.3 M NORTH OF CSAH 12TO NORTH COUNTY LINE

Termini FROM 0.3 M NORTH OF CSAH 12TO NORTH COUNTY LINE










RECONSTRUCTED IN 2000 WITHREGULAR STATE AID FUNDS.

Comments RECONSTRUCTED IN 2000 WITHREGULAR STATE AID FUNDS.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 509956.95 / 60 * 25 *1.1

$654,445


2.8 * 2112 * 52.1 / 20 * 25 $385,123


2.8 * 24023.71 / 60 * 25 $28,028


$0 + $654,445 + $385,123+ $28,028

$1,067,596



Status : Original


Original Current


2 Segment Length 2




TH 10 TO CR 78 Termini TH 10 TO CR 78










2016 OVERLAY PROJ -030-004 Comments 2016 OVERLAY PROJ -030-004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 509956.95 / 60 * 25 *1.1

$116,865


0.5 * 2112 * 52.1 / 20 * 25 $68,772


0.5 * 24023.71 / 60 * 25 $5,005


$0 + $116,865 + $68,772 +$5,005

$190,642



Status : Original


Original Current
















RECONSTRUCTED IN 2002 WITHFEDERAL AND STATEAID FUNDS.

Comments RECONSTRUCTED IN 2002 WITHFEDERAL AND STATEAID FUNDS.


Segment Override


Original Current





Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 723029.16 / 60 * 25 *1.1

$1,756,358


5.3 * 2376 * 52.1 / 20 * 25 $820,106


5.3 * 15938.49 / 60 * 25 $35,197


88 * 132.99982479 * 16.61 /100 * 25 * 1.15

$55,891


$0 + $1,756,358 + $820,106+ $35,197 + $55,891

$2,667,552



Status : Original


Original Current
















BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-23

Comments BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-23


Segment Override


Original Current





Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 723029.16 / 60 * 25 *1.1

$596,499


1.8 * 2376 * 52.1 / 20 * 25 $278,527


1.8 * 15938.49 / 60 * 25 $11,954


81.2 * 38 * 163 / 80 * 25 *1.15

$180,749


$0 + $596,499 + $278,527+ $11,954 + $180,749

$1,067,729



Status : Original


Original Current
















BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDSSAP 05-604-23

Comments BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDSSAP 05-604-23


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 723029.16 / 60 * 25 *1.1

$961,026


2.9 * 2376 * 52.1 / 20 * 25 $448,737


2.9 * 15938.49 / 60 * 25 $19,259


$0 + $961,026 + $448,737+ $19,259

$1,429,022



Status : Original


Original Current

FOLEY Municipality FOLEY





TH 23 TO DEWEY ST Termini TH 23 TO DEWEY ST










CHANGED CURB AND GUTTERNEEDS TO 1478 FEET IN 2005.

Comments CHANGED CURB AND GUTTERNEEDS TO 1478 FEET IN 2005.


Segment Override


Original Current


14.434 Milepoint 14.434


Feature Crossed



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 1727805.67 / 60 * 25* 1.15

$115,907


0.14 * 2904 * 52.1 / 15 * 25 $35,303


0.14 * 82162.13 / 60 * 25 $4,793


74 * 80.00053397 * 16.61 /100 * 25 * 1.15

$28,270


$0 + $115,907 + $35,303 +$4,793 + $28,270

$184,273



Status : Original


Original Current






DEWEY ST TO 0.07 MI SE Termini DEWEY ST TO 0.07 MI SE










CHANGED STORM SEWER NEEDSTO COMPLETE AND ADDED CURBAND GUTTER NEEDS OF 739 FEETIN 2005.

Comments CHANGED STORM SEWER NEEDSTO COMPLETE AND ADDED CURBAND GUTTER NEEDS OF 739 FEETIN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1727805.67 / 60 * 25* 1.15

$57,953


0.07 * 2904 * 52.1 / 15 * 25 $17,651


0.07 * 82162.13 / 60 * 25 $2,396


$0 + $57,953 + $17,651 +$2,396

$78,000



Status : Original


Original Current






0.07 MI SE DEWEY ST TO 0.38 MISE DEWEY ST

Termini 0.07 MI SE DEWEY ST TO 0.38 MISE DEWEY ST










CHANGED STORM SEWER NEEDSTO COMPLETE AND ADDED CURB& GUTTER NEEDS OF 3274 FEETIN 2005.

Comments CHANGED STORM SEWER NEEDSTO COMPLETE AND ADDED CURB& GUTTER NEEDS OF 3274 FEETIN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 1727805.67 / 60 * 25* 1.15

$256,651


0.31 * 2904 * 52.1 / 15 * 25 $78,171


0.31 * 82162.13 / 60 * 25 $10,613


$0 + $256,651 + $78,171 +$10,613

$345,435



Status : Original


Original Current






0.38 MI SE OF DEWEY TO E LIMSFOLEY

Termini 0.38 MI SE OF DEWEY TO E LIMSFOLEY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1727805.67 / 60 * 25 *1.15

$82,791


0.1 * 2904 * 52.1 / 15 * 25 $25,216


0.1 * 82162.13 / 60 * 25 $3,423


$0 + $82,791 + $25,216 +$3,423

$111,430



Status : Original


Original Current






EAST LIMITS TO WEST LIMSFOLEY (OUTSIDE)

Termini EAST LIMITS TO WEST LIMSFOLEY (OUTSIDE)










CHANGED DESIGN TO SUBURBANWITH 8 FOOT SHOULDERS IN2005. BITUMINOUS OVERLAY IN2007 USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-22

Comments CHANGED DESIGN TO SUBURBANWITH 8 FOOT SHOULDERS IN2005. BITUMINOUS OVERLAY IN2007 USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-22


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 723029.16 / 60 * 25 *1.1

$33,139


0.1 * 2376 * 52.1 / 20 * 25 $15,474


0.1 * 15938.49 / 60 * 25 $664


$0 + $33,139 + $15,474 +$664

$49,277



Status : Original


Original Current






WEST TO EAST LIMITS FOLEY Termini WEST TO EAST LIMITS FOLEY










CHANGE TO PROPOSEDSUBURBAN WITH 8 FOOTSHOULDERS IN 2005.BITUMINOUS OVERLAY IN 2007,USING STATE AID REGULARCONSTRUCTION FUNDS.SAP 05-604-23

Comments CHANGE TO PROPOSEDSUBURBAN WITH 8 FOOTSHOULDERS IN 2005.BITUMINOUS OVERLAY IN 2007,USING STATE AID REGULARCONSTRUCTION FUNDS.SAP 05-604-23


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 723029.16 / 60 * 25 *1.1

$99,417


0.3 * 2376 * 52.1 / 20 * 25 $46,421


0.3 * 15938.49 / 60 * 25 $1,992


$0 + $99,417 + $46,421 +$1,992

$147,830



Status : Original


Original Current






EAST LIMS FOLEY TO CSAH 6 Termini EAST LIMS FOLEY TO CSAH 6










BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-23

Comments BITUMINOUS OVERLAY IN 2007,USING STATE AID REGCONSTRUCTION FUNDS.SAP 05-604-23


Segment Override


Original Current


16.231 Milepoint 16.231


ST FRANCIS RIVER Feature Crossed ST FRANCIS RIVER


1 Number of Spans 1


48 Bridge Width 48


Comments



Original Current


14.801 Milepoint 14.801


STONY BROOK Feature Crossed STONY BROOK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 723029.16 / 60 * 25 *1.1

$497,083


1.5 * 2376 * 52.1 / 20 * 25 $232,106


1.5 * 15938.49 / 60 * 25 $9,962


67.3 * 48 * 163 / 80 * 25 *1.15

$189,231


59 * 63.99999662 * 16.61 /100 * 25 * 1.15

$18,032


$0 + $497,083 + $232,106+ $9,962 + $189,231 +$18,032

$946,414



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 723029.16 / 60 * 25 * 1.1 $662,777


2 * 2376 * 52.1 / 20 * 25 $309,474


2 * 15938.49 / 60 * 25 $13,282


$0 + $662,777 + $309,474+ $13,282

$985,533



Status : Original


Original Current


3 Segment Length 3




CSAH 7 TO EAST CO LINE Termini CSAH 7 TO EAST CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


$0 + $701,191 + $412,632+ $30,030

$1,143,853



Status : Original


Original Current






TH 25 TO CSAH 3 Termini TH 25 TO CSAH 3










ADDED CURB AND GUTTERNEEDS OF 2323 FEET IN 2005.

Comments ADDED CURB AND GUTTERNEEDS OF 2323 FEET IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 509956.95 / 60 * 25 *1.1

$51,421


0.22 * 2112 * 52.1 / 20 * 25 $30,260


0.22 * 24023.71 / 60 * 25 $2,202


$0 + $51,421 + $30,260 +$2,202

$83,883



Status : Original


Original Current






CSAH 3 TO 0.06 MILE E. OF CO RD62

Termini CSAH 3 TO 0.06 MILE E. OF CO RD62










ADDED CURB AND GUTTERNEEDS OF 1795 FEET IN 2005.2/23/06 SEGMENT 05-605-030COMBINED WITH THIS SEGMENT.

Comments ADDED CURB AND GUTTERNEEDS OF 1795 FEET IN 2005.2/23/06 SEGMENT 05-605-030COMBINED WITH THIS SEGMENT.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1727805.67 / 60 * 25* 1.15

$190,419


0.23 * 2904 * 52.1 / 15 * 25 $57,998


0.23 * 82162.13 / 60 * 25 $7,874


$0 + $190,419 + $57,998 +$7,874

$256,291



Status : Original


Original Current






0.06 MI E CO RD 62 TO E L GILMAN Termini 0.06 MI E CO RD 62 TO E L GILMAN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 509956.95 / 60 * 25 *1.1

$49,083


0.21 * 2112 * 52.1 / 20 * 25 $28,884


0.21 * 24023.71 / 60 * 25 $2,102


$0 + $49,083 + $28,884 +$2,102

$80,069



Status : Original


Original Current






E. LIM GILMAN TO CSAH 7 Termini E. LIM GILMAN TO CSAH 7










A NEW SEGMENT 05 605 070 ISBROKEN OUT FROM THISSEGMENT IN 2006. GRADEING,BASE & BITUMINOUS SURFACE IN2008

GRADED 2008, SAP 005-605-090 &005-605-010

Comments A NEW SEGMENT 05 605 070 ISBROKEN OUT FROM THISSEGMENT IN 2006. GRADEING,BASE & BITUMINOUS SURFACE IN2008

GRADED 2008, SAP 005-605-090 &005-605-010


Segment Override


Original Current


5.3 Milepoint 5.3



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.6 * 509956.95 / 60 * 25 *1.1

$1,308,890


5.6 * 2112 * 52.1 / 20 * 25 $770,246


5.6 * 24023.71 / 60 * 25 $56,055


60 * 132.99982479 * 16.61 /100 * 25 * 1.15

$38,107


$0 + $1,308,890 + $770,246+ $56,055 + $38,107

$2,173,298



Status : Original


Original Current


3 Segment Length 3




CSAH 7 TO EAST COUNTY LINE Termini CSAH 7 TO EAST COUNTY LINE










RECONSTRUCTED UNDER SAP05-605-008

Comments RECONSTRUCTED UNDER SAP05-605-008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


$0 + $701,191 + $412,632+ $30,030

$1,143,853



Status : Original


Original Current


2 Segment Length 2




SO CO LINE TO TH 95 Termini SO CO LINE TO TH 95









THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

OVERLAY: SAP 005-030-004PREVIOUSLY THTB IN 1968

Comments OVERLAY: SAP 005-030-004PREVIOUSLY THTB IN 1968


Segment Override


Original Current


0.66 Milepoint 0.66



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


93.2 * 31.8 * 163 / 80 * 25 *1.15

$173,612


$0 + $467,461 + $275,088+ $20,020 + $173,612

$936,181



Status : Original


Original Current
















PROJECT: SAP 005-030-004 Comments PROJECT: SAP 005-030-004


Segment Override


Original Current


6.03 Milepoint 6.03



Type of Service

Number of Spans




Comments



Original Current


4.59 Milepoint 4.59



Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.2 * 509956.95 / 60 * 25 *1.1

$1,215,397


5.2 * 2112 * 52.1 / 20 * 25 $715,229


5.2 * 24023.71 / 60 * 25 $52,051


93.2 * 41.2 * 163 / 80 * 25 *1.15

$224,931


93.3 * 38 * 163 / 80 * 25 *1.15

$207,683

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

$0 + $1,215,397 + $715,229+ $52,051 + $224,931 +$207,683

$2,415,291



Status : Original


Original Current


1 Segment Length 1




CSAH 4 TO SOUTH LIMITSRONNEBY

Termini CSAH 4 TO SOUTH LIMITSRONNEBY










Comments


Segment Override


Original Current


8.03 Milepoint 8.03



Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 509956.95 / 60 * 25 * 1.1 $233,730


1 * 2112 * 52.1 / 20 * 25 $137,544


1 * 24023.71 / 60 * 25 $10,010


63.2 * 38 * 163 / 80 * 25 *1.15

$140,681


$0 + $233,730 + $137,544+ $10,010 + $140,681

$521,965



Status : Original


Original Current






S LIMS RONNEBY TO 0.13 MILE SOOF TH 23

Termini S LIMS RONNEBY TO 0.13 MILE SOOF TH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 509956.95 / 60 * 25 *1.1

$23,373


0.1 * 2112 * 52.1 / 20 * 25 $13,754


0.1 * 24023.71 / 60 * 25 $1,001


$0 + $23,373 + $13,754 +$1,001

$38,128



Status : Original


Original Current






0.13 MI SO TO TH 23 Termini 0.13 MI SO TO TH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1727805.67 / 60 * 25 *1.15

$82,791


0.1 * 2904 * 52.1 / 15 * 25 $25,216


0.1 * 82162.13 / 60 * 25 $3,423


$0 + $82,791 + $25,216 +$3,423

$111,430



Status : Original


Original Current






TH 23 TO 0.07 MI N Termini TH 23 TO 0.07 MI N










2013 SP 005-606-018 RECONST


Comments 2013 SP 005-606-018 RECONST



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 509956.95 / 60 * 25 *1.1

$23,373


0.1 * 2112 * 52.1 / 20 * 25 $13,754


0.1 * 24023.71 / 60 * 25 $1,001


$0 + $23,373 + $13,754 +$1,001

$38,128



Status : Original


Original Current






0.07 MI NO OF TH 23 TO NO LIMRONNEBY

Termini 0.07 MI NO OF TH 23 TO NO LIMRONNEBY










2013 SP 005-606-018 RECONST

2013 SAP 005-606-019 CULVERT05J16

1/26/04 REINSTATED FORCOMPLETE GRADING NEEDS.


2013 SAP 005-606-019 CULVERT05J16



Segment Override


Original Current


8.7 Milepoint 8.7


St. Francis River Feature Crossed St. Francis River



12 Culvert Width 12

5 Culvert Height 5


180 Area of Waterway Opening 180


PROJ. 005-606-019 Comments PROJ. 005-606-019




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 509956.95 / 60 * 25 *1.1

$116,865


0.5 * 2112 * 52.1 / 20 * 25 $68,772


0.5 * 24023.71 / 60 * 25 $5,005


76 * 180 * 16.61 / 100 * 25 *1.15

$65,327


$0 + $116,865 + $68,772 +$5,005 + $65,327

$255,969



Status : Original


Original Current






NO LIM RONNEBY TO 1.30 MI NO Termini NO LIM RONNEBY TO 1.30 MI NO










2013 SP 005-606-018 RECONST





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 509956.95 / 60 * 25 *1.1

$303,849


1.3 * 2112 * 52.1 / 20 * 25 $178,807


1.3 * 24023.71 / 60 * 25 $13,013


$0 + $303,849 + $178,807+ $13,013

$495,669



Status : Original


Original Current


2 Segment Length 2




1.3 MI N OF N LIM RONNEBY TOCSAH 5

Termini 1.3 MI N OF N LIM RONNEBY TOCSAH 5










2013 SP 005-606-018 RECONST Comments 2013 SP 005-606-018 RECONST


Segment Override


Original Current




LITTLE ST FRANCIS RIVER Feature Crossed LITTLE ST FRANCIS RIVER

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


62 * 89.00023076 * 16.61 /100 * 25 * 1.15

$26,351


$0 + $467,461 + $275,088+ $20,020 + $26,351

$788,920



Status : Original


Original Current


6 Segment Length 6




CSAH 5 TO N CO LINE Termini CSAH 5 TO N CO LINE










2013 SP 005-606-018 RECONSTTHRU CR 69

Comments 2013 SP 005-606-018 RECONSTTHRU CR 69


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 509956.95 / 60 * 25 * 1.1 $1,402,382


6 * 2112 * 52.1 / 20 * 25 $825,264


6 * 24023.71 / 60 * 25 $60,059


$0 + $1,402,382 + $825,264+ $60,059

$2,287,705



Status : Original


Original Current


2 Segment Length 2














GRADING NEEDSREINSTATEMENT IN 2008.

Comments GRADING NEEDSREINSTATEMENT IN 2008.


Segment Override


Original Current


1.23 Milepoint 1.23


CO DITCH # 15 Feature Crossed CO DITCH # 15

Type of Service


7 Culvert Width 7

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


70 * 75.99959234 * 16.61 /100 * 25 * 1.15

$25,405


$0 + $467,461 + $275,088+ $20,020 + $25,405

$787,974



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 509956.95 / 60 * 25 *1.1

$1,192,024


5.1 * 2112 * 52.1 / 20 * 25 $701,474


5.1 * 24023.71 / 60 * 25 $51,050


$0 + $1,192,024 + $701,474+ $51,050

$1,944,548



Status : Original


Original Current






CSAH 4 TO TH 23 Termini CSAH 4 TO TH 23










OVERLAY: 005-030-004 Comments OVERLAY: 005-030-004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 509956.95 / 60 * 25 *1.1

$560,953


2.4 * 2112 * 52.1 / 20 * 25 $330,106


2.4 * 24023.71 / 60 * 25 $24,024


$0 + $560,953 + $330,106+ $24,024

$915,083



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 509956.95 / 60 * 25 *1.1

$631,072


2.7 * 2112 * 52.1 / 20 * 25 $371,369


2.7 * 24023.71 / 60 * 25 $27,027


$0 + $631,072 + $371,369+ $27,027

$1,029,468



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override


Original Current




W BR RUM RIVER Feature Crossed W BR RUM RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 509956.95 / 60 * 25 * 1.1 $1,168,651


5 * 2112 * 52.1 / 20 * 25 $687,720


5 * 24023.71 / 60 * 25 $50,049


57.3 * 31.4 * 163 / 80 * 25 *1.15

$105,395


$0 + $1,168,651 + $687,720+ $50,049 + $105,395

$2,011,815



Status : Original


Original Current

ST CLOUD Municipality ST CLOUD





TH 23 TO 15TH ST S.E. Termini TH 23 TO 15TH ST S.E.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1727805.67 / 60 * 25* 1.15

$132,465


0.16 * 2904 * 52.1 / 15 * 25 $40,346


0.16 * 82162.13 / 60 * 25 $5,477


$0 + $132,465 + $40,346 +$5,477

$178,288



Status : Original


Original Current






15TH ST S.E. TO EAST CITY LIMITS Termini 15TH ST S.E. TO EAST CITY LIMITS










CHANGED TO SUBURBAN DESIGNWITH 8 FOOT SHOULDERS IN2005.

Comments CHANGED TO SUBURBAN DESIGNWITH 8 FOOT SHOULDERS IN2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 723029.16 / 60 * 25 *1.1

$172,322


0.52 * 2376 * 52.1 / 20 * 25 $80,463


0.52 * 15938.49 / 60 * 25 $3,453


$0 + $172,322 + $80,463 +$3,453

$256,238



Status : Original


Original Current






EAST CITY LIMITS ST CLOUD TO0.5 MI E

Termini EAST CITY LIMITS ST CLOUD TO0.5 MI E










CHANGED TO PROPOSEDSUBURBAN DESIGN WITH 8 FOOTSHOULDERS IN 2005.

Comments CHANGED TO PROPOSEDSUBURBAN DESIGN WITH 8 FOOTSHOULDERS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 723029.16 / 60 * 25 *1.1

$165,694


0.5 * 2376 * 52.1 / 20 * 25 $77,369


0.5 * 15938.49 / 60 * 25 $3,321


$0 + $165,694 + $77,369 +$3,321

$246,384



Status : Original


Original Current






0.50 MI E OF THE EAST CITYLIMITS ST CLOUD TO E CITYLIMITS

Termini 0.50 MI E OF THE EAST CITYLIMITS ST CLOUD TO E CITYLIMITS













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 723029.16 / 60 * 25 *1.1

$132,555


0.4 * 2376 * 52.1 / 20 * 25 $61,895


0.4 * 15938.49 / 60 * 25 $2,656


$0 + $132,555 + $61,895 +$2,656

$197,106



Status : Original


Original Current






EAST CITY LIMITS ST CLOUD TOWEST CITY LIMITS (OUTSIDE)

Termini EAST CITY LIMITS ST CLOUD TOWEST CITY LIMITS (OUTSIDE)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 723029.16 / 60 * 25 *1.1

$33,139


0.1 * 2376 * 52.1 / 20 * 25 $15,474


0.1 * 15938.49 / 60 * 25 $664


$0 + $33,139 + $15,474 +$664

$49,277



Status : Original


Original Current






WEST CITY LIMITS ST CLOUD TOCR 47

Termini WEST CITY LIMITS ST CLOUD TOCR 47










CHANGED TO SUBURBAN DESIGNWITH 8 FOOT SHOULDERS IN2005.

Comments CHANGED TO SUBURBAN DESIGNWITH 8 FOOT SHOULDERS IN2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 723029.16 / 60 * 25 *1.1

$165,694


0.5 * 2376 * 52.1 / 20 * 25 $77,369


0.5 * 15938.49 / 60 * 25 $3,321


$0 + $165,694 + $77,369 +$3,321

$246,384



Status : Original


Original Current






CR 47 TO 0.50 MILE NORTH Termini CR 47 TO 0.50 MILE NORTH










2016 SAP 005-608-008 RC&OL Comments 2016 SAP 005-608-008 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 723029.16 / 60 * 25 *1.1

$165,694


0.5 * 2376 * 52.1 / 20 * 25 $77,369


0.5 * 15938.49 / 60 * 25 $3,321


$0 + $165,694 + $77,369 +$3,321

$246,384



Status : Original


Original Current






FROM 0.50 MILE N OF CR 47 TO TH23

Termini FROM 0.50 MILE N OF CR 47 TO TH23










2016 SAP 005-608-008 RC&OL Comments 2016 SAP 005-608-008 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1727805.67 / 60 * 25 *1.15

$413,953


0.5 * 2904 * 52.1 / 15 * 25 $126,082


0.5 * 82162.13 / 60 * 25 $17,117


$0 + $413,953 + $126,082+ $17,117

$557,152



Status : Original


Original Current






TH 23 TO 0.20 MILE N Termini TH 23 TO 0.20 MILE N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1727805.67 / 60 * 25 *1.15

$165,581


0.2 * 2904 * 52.1 / 15 * 25 $50,433


0.2 * 82162.13 / 60 * 25 $6,847


$0 + $165,581 + $50,433 +$6,847

$222,861



Status : Original


Original Current






0.20 MI N OF TH 23 TO CO RD 80 Termini 0.20 MI N OF TH 23 TO CO RD 80










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 723029.16 / 60 * 25 *1.1

$99,417


0.3 * 2376 * 52.1 / 20 * 25 $46,421


0.3 * 15938.49 / 60 * 25 $1,992


$0 + $99,417 + $46,421 +$1,992

$147,830



Status : Original


Original Current






CO RD 80 TO 0.9 MI E Termini CO RD 80 TO 0.9 MI E










COMBINED SEGMENTS 05-608-020AND 05-608-030 INTO ONE (05-608-020) 0.90 MILE IN 2005.

Comments COMBINED SEGMENTS 05-608-020AND 05-608-030 INTO ONE (05-608-020) 0.90 MILE IN 2005.


Segment Override


Original Current


3.78 Milepoint 3.78





14 Culvert Width 14

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 723029.16 / 60 * 25 *1.1

$298,250


0.9 * 2376 * 52.1 / 20 * 25 $139,263


0.9 * 15938.49 / 60 * 25 $5,977


84 * 197.99978772 * 16.61 /100 * 25 * 1.15

$79,424


$0 + $298,250 + $139,263+ $5,977 + $79,424

$522,914



Status : Original


Original Current






0.9 MI E CO RD 80 TO TH 23 Termini 0.9 MI E CO RD 80 TO TH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 723029.16 / 60 * 25 *1.1

$364,527


1.1 * 2376 * 52.1 / 20 * 25 $170,211


1.1 * 15938.49 / 60 * 25 $7,305


$0 + $364,527 + $170,211+ $7,305

$542,043



Status : Original


Original Current






SO CO LINE TO 1.4 MI NO Termini SO CO LINE TO 1.4 MI NO










RESURFACED IN 2002 WITHSTATEAID FUNDS. GRADINGNEEDS REINSTATED IN 2010.

Comments RESURFACED IN 2002 WITHSTATEAID FUNDS. GRADINGNEEDS REINSTATED IN 2010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 509956.95 / 60 * 25 *1.1

$327,222


1.4 * 2112 * 52.1 / 20 * 25 $192,562


1.4 * 24023.71 / 60 * 25 $14,014


$0 + $327,222 + $192,562+ $14,014

$533,798



Status : Original


Original Current






1.4 MI N OF S CO LINE TO TH 95 Termini 1.4 MI N OF S CO LINE TO TH 95










RESURFACED IN 2002 WITHSTATEAID FUNDS.

Comments RESURFACED IN 2002 WITHSTATEAID FUNDS.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 509956.95 / 60 * 25 *1.1

$210,357


0.9 * 2112 * 52.1 / 20 * 25 $123,790


0.9 * 24023.71 / 60 * 25 $9,009


$0 + $210,357 + $123,790+ $9,009

$343,156



Status : Original


Original Current


4 Segment Length 4




TH 95 TO 0.50 MI S OF CR 51 Termini TH 95 TO 0.50 MI S OF CR 51













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 509956.95 / 60 * 25 * 1.1 $934,921


4 * 2112 * 52.1 / 20 * 25 $550,176


4 * 24023.71 / 60 * 25 $40,040


$0 + $934,921 + $550,176+ $40,040

$1,525,137



Status : Original


Original Current






0.50 MI S OF CR 51 TO CR 51 Termini 0.50 MI S OF CR 51 TO CR 51







Latest Year SA funds






Segment Override


Original Current


6.25 Milepoint 6.25


STREAM Feature Crossed STREAM



10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 509956.95 / 60 * 25 *1.1

$116,865


0.5 * 2112 * 52.1 / 20 * 25 $68,772


0.5 * 24023.71 / 60 * 25 $5,005


66 * 39.99972879 * 16.61 /100 * 25 * 1.15

$12,607


$0 + $116,865 + $68,772 +$5,005 + $12,607

$203,249



Status : Original


Original Current


1 Segment Length 1














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 509956.95 / 60 * 25 * 1.1 $233,730


1 * 2112 * 52.1 / 20 * 25 $137,544


1 * 24023.71 / 60 * 25 $10,010


$0 + $233,730 + $137,544+ $10,010

$381,284



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 509956.95 / 60 * 25 *1.1

$794,683


3.4 * 2112 * 52.1 / 20 * 25 $467,650


3.4 * 24023.71 / 60 * 25 $34,034


$0 + $794,683 + $467,650+ $34,034

$1,296,367



Status : Original


Original Current
















ACTUAL R/W IS 90 FT NOT 66FT Comments ACTUAL R/W IS 90 FT NOT 66FT


Segment Override


Original Current




ESTES BROOK Feature Crossed ESTES BROOK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 509956.95 / 60 * 25 *1.1

$373,968


1.6 * 2112 * 52.1 / 20 * 25 $220,070


1.6 * 24023.71 / 60 * 25 $16,016


48 * 60.00013138 * 16.61 /100 * 25 * 1.15

$13,753


$0 + $373,968 + $220,070+ $16,016 + $13,753

$623,807



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 509956.95 / 60 * 25 * 1.1 $1,168,651


5 * 2112 * 52.1 / 20 * 25 $687,720


5 * 24023.71 / 60 * 25 $50,049


62.5 * 31.7 * 163 / 80 * 25 *1.15

$116,058


$0 + $1,168,651 + $687,720+ $50,049 + $116,058

$2,022,478



Status : Original


Original Current






SO CO LINE TO CSAH 23 Termini SO CO LINE TO CSAH 23










UPDATED 1-5-2007RESURFACED IN 2006 WITH REGSA FUNDS. SAP 05-610-005

Comments UPDATED 1-5-2007RESURFACED IN 2006 WITH REGSA FUNDS. SAP 05-610-005


Segment Override


Original Current


0.02 Milepoint 0.02



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 509956.95 / 60 * 25 *1.1

$210,357


0.9 * 2112 * 52.1 / 20 * 25 $123,790


0.9 * 24023.71 / 60 * 25 $9,009


54 * 131.99985848 * 16.61 /100 * 25 * 1.15

$34,039


$0 + $210,357 + $123,790+ $9,009 + $34,039

$377,195



Status : Original


Original Current
















RECONSTRUCTED WITH REG SAFUNDS IN 2006. SAP 05-610-006

Comments RECONSTRUCTED WITH REG SAFUNDS IN 2006. SAP 05-610-006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 509956.95 / 60 * 25 *1.1

$210,357


0.9 * 2112 * 52.1 / 20 * 25 $123,790


0.9 * 24023.71 / 60 * 25 $9,009


$0 + $210,357 + $123,790+ $9,009

$343,156



Status : Original


Original Current






TH 25 TO NORTH COUNTY LINE Termini TH 25 TO NORTH COUNTY LINE










ACTUAL R/W IS 80 FT NOT 66 FT Comments ACTUAL R/W IS 80 FT NOT 66 FT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 509956.95 / 60 * 25 *1.1

$1,192,024


5.1 * 2112 * 52.1 / 20 * 25 $701,474


5.1 * 24023.71 / 60 * 25 $51,050


$0 + $1,192,024 + $701,474+ $51,050

$1,944,548



Status : Original


Original Current






CSAH 21 TO 0.06 M E Termini CSAH 21 TO 0.06 M E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 509956.95 / 60 * 25 *1.1

$14,024


0.06 * 2112 * 52.1 / 20 * 25 $8,253


0.06 * 24023.71 / 60 * 25 $601


$0 + $14,024 + $8,253 +$601

$22,878



Status : Original


Original Current






0.06 M E OF CSAH 21 TO 0.26 MI.E OF CSAH 21

Termini 0.06 M E OF CSAH 21 TO 0.26 MI.E OF CSAH 21










CHANGED SEGEMENT LENGTHTO 0.20MI FROM 0.59 IN 20052/23/06 CHANGE TO PROPOSEDSUBURBAN DESIGN.

Comments CHANGED SEGEMENT LENGTHTO 0.20MI FROM 0.59 IN 20052/23/06 CHANGE TO PROPOSEDSUBURBAN DESIGN.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 509956.95 / 60 * 25 *1.1

$46,746


0.2 * 2112 * 52.1 / 20 * 25 $27,509


0.2 * 24023.71 / 60 * 25 $2,002


$0 + $46,746 + $27,509 +$2,002

$76,257



Status : Original


Original Current






0..26 M E OF CSAH 21 TO E LIMITSRICE

Termini 0..26 M E OF CSAH 21 TO E LIMITSRICE










NEW SEGEMENT BROKEN OUTFROM 05-612-030. (0.39 MILELONG)2/24/06 CHANGED TO SUBURBANDESIGN.

CommentsNEW SEGEMENT BROKEN OUTFROM 05-612-030. (0.39 MILELONG)2/24/06 CHANGED TO SUBURBANDESIGN.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 509956.95 / 60 * 25 *1.1

$91,155


0.39 * 2112 * 52.1 / 20 * 25 $53,642


0.39 * 24023.71 / 60 * 25 $3,904


$0 + $91,155 + $53,642 +$3,904

$148,701



Status : Original


Original Current






EAST LIMS RICE TO 0.5 MILEEAST

Termini EAST LIMS RICE TO 0.5 MILEEAST












Segment Override


Original Current


0.69 Milepoint 0.69


LITTLE ROCK CREEK Feature Crossed LITTLE ROCK CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 509956.95 / 60 * 25 *1.1

$116,865


0.5 * 2112 * 52.1 / 20 * 25 $68,772


0.5 * 24023.71 / 60 * 25 $5,005


75.2 * 31.6 * 163 / 80 * 25 *1.15

$139,200


$0 + $116,865 + $68,772 +$5,005 + $139,200

$329,842



Status : Original


Original Current






0.5 M E OF E L RICE TO CR 78 Termini 0.5 M E OF E L RICE TO CR 78










Comments


Segment Override


Original Current


2.6 Milepoint 2.6


ZULEGER CREEK Feature Crossed ZULEGER CREEK

Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 509956.95 / 60 * 25 *1.1

$818,056


3.5 * 2112 * 52.1 / 20 * 25 $481,404


3.5 * 24023.71 / 60 * 25 $35,035


50 * 159.99999155 * 16.61 /100 * 25 * 1.15

$38,203


$0 + $818,056 + $481,404+ $35,035 + $38,203

$1,372,698



Status : Original


Original Current


2 Segment Length 2




CR 78 TO TH 25. Termini CR 78 TO TH 25.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Original


Original Current


3 Segment Length 3




TH 25 TO CO RD 41 Termini TH 25 TO CO RD 41










Comments


Segment Override


Original Current


9 Milepoint 9



Type of Service

Number of Spans

31 Bridge Length 31



Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


31 * 31.4 * 163 / 80 * 25 *1.15

$57,020


$0 + $701,191 + $412,632+ $30,030 + $57,020

$1,200,873



Status : Original


Original Current


4 Segment Length 4




COUNTY ROAD 41 TO CSAH 3 Termini COUNTY ROAD 41 TO CSAH 3










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 509956.95 / 60 * 25 * 1.1 $934,921


4 * 2112 * 52.1 / 20 * 25 $550,176


4 * 24023.71 / 60 * 25 $40,040


$0 + $934,921 + $550,176+ $40,040

$1,525,137



Status : Original


Original Current


2 Segment Length 2
















Segment Override


Original Current





Type of Service

Number of Spans

26 Bridge Length 26



Comments



Original Current




STREAM Feature Crossed STREAM

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


26 * 31.8 * 163 / 80 * 25 *1.15

$48,432


49 * 60.00013138 * 16.61 /100 * 25 * 1.15

$14,040


$0 + $467,461 + $275,088+ $20,020 + $48,432 +$14,040

$825,041



Status : Original


Original Current


2 Segment Length 2




TH 10 TO CR 78 Termini TH 10 TO CR 78










RECONSTRUCTED IN 2004 WITHSA FUND SAP 05-613-009

Comments RECONSTRUCTED IN 2004 WITHSA FUND SAP 05-613-009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 723029.16 / 60 * 25 * 1.1 $662,777


2 * 2376 * 52.1 / 20 * 25 $309,474


2 * 15938.49 / 60 * 25 $13,282


$0 + $662,777 + $309,474+ $13,282

$985,533



Status : Original


Original Current
















RESURFACED IN 2004 WITH SAFUNDS SAP 05-613-010

Comments RESURFACED IN 2004 WITH SAFUNDS SAP 05-613-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 509956.95 / 60 * 25 *1.1

$257,103


1.1 * 2112 * 52.1 / 20 * 25 $151,298


1.1 * 24023.71 / 60 * 25 $11,011


$0 + $257,103 + $151,298+ $11,011

$419,412



Status : Original


Original Current
















RECONSTRUCTED IN 2009 WITHSA FUNDS.SAP 05-613-012

Comments RECONSTRUCTED IN 2009 WITHSA FUNDS.SAP 05-613-012


Segment Override


Original Current


Milepoint





10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 509956.95 / 60 * 25 *1.1

$373,968


1.6 * 2112 * 52.1 / 20 * 25 $220,070


1.6 * 24023.71 / 60 * 25 $16,016


36 * 127.99999324 * 16.61 /100 * 25 * 1.15

$22,005


$0 + $373,968 + $220,070+ $16,016 + $22,005

$632,059



Status : Original


Original Current






CO RD 58 TO CSAH 3 Termini CO RD 58 TO CSAH 3










1.4 MILES OF 05-613-020 ADDEDTO THIS SEGMENT.

Comments 1.4 MILES OF 05-613-020 ADDEDTO THIS SEGMENT.


Segment Override


Original Current


8.14 Milepoint 8.14



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 509956.95 / 60 * 25 *1.1

$1,028,413


4.4 * 2112 * 52.1 / 20 * 25 $605,194


4.4 * 24023.71 / 60 * 25 $44,043


81.2 * 32.1 * 163 / 80 * 25 *1.15

$152,685


$0 + $1,028,413 + $605,194+ $44,043 + $152,685

$1,830,335



Status : Original


Original Current


3 Segment Length 3














2017 SAP 005-613-015 / 005-070-006 RC&OL

Comments 2017 SAP 005-613-015 / 005-070-006 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


$0 + $701,191 + $412,632+ $30,030

$1,143,853



Status : Original


Original Current
















2017 SAP 005-614-006 OL 6.95miles SW of CSAH 22

Comments 2017 SAP 005-614-006 OL 6.95miles SW of CSAH 22


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 509956.95 / 60 * 25 *1.1

$350,595


1.5 * 2112 * 52.1 / 20 * 25 $206,316


1.5 * 24023.71 / 60 * 25 $15,015


$0 + $350,595 + $206,316+ $15,015

$571,926



Status : Original


Original Current


1 Segment Length 1




CSAH 5 TO COUNTY ROAD 65 Termini CSAH 5 TO COUNTY ROAD 65













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 509956.95 / 60 * 25 * 1.1 $233,730


1 * 2112 * 52.1 / 20 * 25 $137,544


1 * 24023.71 / 60 * 25 $10,010


$0 + $233,730 + $137,544+ $10,010

$381,284



Status : Original


Original Current


3 Segment Length 3

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 509956.95 / 60 * 25 * 1.1 $701,191


3 * 2112 * 52.1 / 20 * 25 $412,632


3 * 24023.71 / 60 * 25 $30,030


$0 + $701,191 + $412,632+ $30,030

$1,143,853



Status : Original


Original Current






CSAH 12 TO 0.2 MILE SOUTH OFCSAH 22

Termini CSAH 12 TO 0.2 MILE SOUTH OFCSAH 22













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 509956.95 / 60 * 25 *1.1

$420,714


1.8 * 2112 * 52.1 / 20 * 25 $247,579


1.8 * 24023.71 / 60 * 25 $18,018


$0 + $420,714 + $247,579+ $18,018

$686,311



Status : Original


Original Current






0.2 MILE S OF CSAH 22 TO CSAH22

Termini 0.2 MILE S OF CSAH 22 TO CSAH22















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 509956.95 / 60 * 25 *1.1

$46,746


0.2 * 2112 * 52.1 / 20 * 25 $27,509


0.2 * 24023.71 / 60 * 25 $2,002


$0 + $46,746 + $27,509 +$2,002

$76,257



Status : Original


Original Current
















CONSTRUCTED WITH REGULARSTATE AID FUNDS IN 2000.

Comments CONSTRUCTED WITH REGULARSTATE AID FUNDS IN 2000.


Segment Override


Original Current


0.44 Milepoint 0.44





10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 509956.95 / 60 * 25 *1.1

$350,595


1.5 * 2112 * 52.1 / 20 * 25 $206,316


1.5 * 24023.71 / 60 * 25 $15,015


60 * 102.9997591 * 16.61 /100 * 25 * 1.15

$29,512


$0 + $350,595 + $206,316+ $15,015 + $29,512

$601,438



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 509956.95 / 60 * 25 *1.1

$584,326


2.5 * 2112 * 52.1 / 20 * 25 $343,860


2.5 * 24023.71 / 60 * 25 $25,025


$0 + $584,326 + $343,860+ $25,025

$953,211



Status : Original


Original Current






MAIN ST TO TH 23 Termini MAIN ST TO TH 23










2016 SAP 005-620-003 PAVING,STORM, SEWER AND PARKINGLOT

CHANGED STORM SEWER NEEDSTO COMPLETE & CHANGED CURBAND GUTTER NEEDS TO 2218FEET IN 2005.

Comments 2016 SAP 005-620-003 PAVING,STORM, SEWER AND PARKINGLOT

CHANGED STORM SEWER NEEDSTO COMPLETE & CHANGED CURBAND GUTTER NEEDS TO 2218FEET IN 2005.


Segment Override


Original Current


Milepoint

Year Built


Type of Service

Number of Spans

18 Bridge Length 18



Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 1727805.67 / 60 * 25* 1.15

$173,860


0.21 * 2904 * 52.1 / 15 * 25 $52,954


0.21 * 82162.13 / 60 * 25 $7,189


18 * 70.3 * 163 / 80 * 25 *1.15

$74,125


$0 + $173,860 + $52,954 +$7,189 + $74,125

$308,128



Status : Original


Original Current
















PROPOSED URBAN DESIGN WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.

Comments PROPOSED URBAN DESIGN WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 723029.16 / 60 * 25 *1.1

$43,080


0.13 * 2376 * 52.1 / 20 * 25 $20,116


0.13 * 15938.49 / 60 * 25 $863


$0 + $43,080 + $20,116 +$863

$64,059



Status : Original


Original Current






CSAH 12 TO 0.25 MI. NO. Termini CSAH 12 TO 0.25 MI. NO.










CHANGED SEGMENT LENGTHFROM 1.25 MI. TO 0.25 MI.PROPOSED URBAN WITHCOMPLETE STORM SEWER &CURB AND GUTTER NEEDS IN2005.

Comments CHANGED SEGMENT LENGTHFROM 1.25 MI. TO 0.25 MI.PROPOSED URBAN WITHCOMPLETE STORM SEWER &CURB AND GUTTER NEEDS IN2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 723029.16 / 60 * 25 *1.1

$82,847


0.25 * 2376 * 52.1 / 20 * 25 $38,684


0.25 * 15938.49 / 60 * 25 $1,660


$0 + $82,847 + $38,684 +$1,660

$123,191



Status : Original


Original Current


1 Segment Length 1




0.25 MI. NO. OF CSAH 12 TO NOLIM RICE

Termini 0.25 MI. NO. OF CSAH 12 TO NOLIM RICE










SPLIT FROM SEGMENT 05-621-010IN 2005

Comments SPLIT FROM SEGMENT 05-621-010IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 723029.16 / 60 * 25 * 1.1 $331,388


1 * 2376 * 52.1 / 20 * 25 $154,737


1 * 15938.49 / 60 * 25 $6,641


$0 + $331,388 + $154,737+ $6,641

$492,766



Status : Original


Original Current






NO LIM RICE TO NO CO LINE Termini NO LIM RICE TO NO CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 509956.95 / 60 * 25 *1.1

$841,429


3.6 * 2112 * 52.1 / 20 * 25 $495,158


3.6 * 24023.71 / 60 * 25 $36,036


$0 + $841,429 + $495,158+ $36,036

$1,372,623



Status : Original


Original Current


5 Segment Length 5














COMBINED SEGMENTS 05-622-020AND 05-622-030 INTO ONE (05-622-020) 5.00 MILES IN 2005. ACTUALR/W IS 90 FT NOT 66 FT.

Comments COMBINED SEGMENTS 05-622-020AND 05-622-030 INTO ONE (05-622-020) 5.00 MILES IN 2005. ACTUALR/W IS 90 FT NOT 66 FT.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 509956.95 / 60 * 25 * 1.1 $1,168,651


5 * 2112 * 52.1 / 20 * 25 $687,720


5 * 24023.71 / 60 * 25 $50,049


$0 + $1,168,651 + $687,720+ $50,049

$1,906,420



Status : Revised


Original Current


2 Segment Length 2














ACTUAL R/W IS 90 FT NOT 66 FT Comments 2018 SAP 005-622-014 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Revised


Original Current


2 Segment Length 2














Comments 2018 SAP 005-622-014 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Original


Original Current


4 Segment Length 4
















Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 509956.95 / 60 * 25 * 1.1 $934,921


4 * 2112 * 52.1 / 20 * 25 $550,176


4 * 24023.71 / 60 * 25 $40,040


81.6 * 31.6 * 163 / 80 * 25 *1.15

$151,047


$0 + $934,921 + $550,176+ $40,040 + $151,047

$1,676,184



Status : Original


Original Current


2 Segment Length 2
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Original


Original Current


1 Segment Length 1




CSAH 9 TO E CO LINE Termini CSAH 9 TO E CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 509956.95 / 60 * 25 * 1.1 $233,730


1 * 2112 * 52.1 / 20 * 25 $137,544


1 * 24023.71 / 60 * 25 $10,010


$0 + $233,730 + $137,544+ $10,010

$381,284



Status : Original


Original Current






CSAH 10 TO 0.1 MI WEST Termini CSAH 10 TO 0.1 MI WEST










GRADING NEEDS REINSTATED IN2010

Comments GRADING NEEDS REINSTATED IN2010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1727805.67 / 60 * 25 *1.15

$82,791


0.1 * 2904 * 52.1 / 15 * 25 $25,216


0.1 * 82162.13 / 60 * 25 $3,423


$0 + $82,791 + $25,216 +$3,423

$111,430



Status : Original


Original Current






0.1 MI W OF CSAH 10 TO CR 48 Termini 0.1 MI W OF CSAH 10 TO CR 48










GRADING NEEDSREINSTATEMENT IN 2010

Comments GRADING NEEDSREINSTATEMENT IN 2010


Segment Override


Original Current


0.2 Milepoint 0.2



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 509956.95 / 60 * 25 *1.1

$93,492


0.4 * 2112 * 52.1 / 20 * 25 $55,018


0.4 * 24023.71 / 60 * 25 $4,004


68 * 131.99985848 * 16.61 /100 * 25 * 1.15

$42,864


$0 + $93,492 + $55,018 +$4,004 + $42,864

$195,378



Status : Original


Original Current
















GRADING NEEDS REINSTATED IN2010.

Comments GRADING NEEDS REINSTATED IN2010.


Segment Override


Original Current


0.59 Milepoint 0.59





12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 509956.95 / 60 * 25 *1.1

$257,103


1.1 * 2112 * 52.1 / 20 * 25 $151,298


1.1 * 24023.71 / 60 * 25 $11,011


70 * 131.99985848 * 16.61 /100 * 25 * 1.15

$44,124


$0 + $257,103 + $151,298+ $11,011 + $44,124

$463,536



Status : Original


Original Current






TH 10 TO NORTH COUNTY LINE Termini TH 10 TO NORTH COUNTY LINE










2017 SAP 005-624-003 M&OL tiedto 049-654-003

Comments 2017 SAP 005-624-003 M&OL tiedto 049-654-003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1727805.67 / 60 * 25 *1.15

$248,372


0.3 * 2904 * 52.1 / 15 * 25 $75,649


0.3 * 82162.13 / 60 * 25 $10,270


$0 + $248,372 + $75,649 +$10,270

$334,291



Status : Original


Original Current


2 Segment Length 2














RECONSTRUCTED SAP 05-625-009 IN 2004 AND COMBINED WITHSEGMENT 625-011 IN 2005

Comments RECONSTRUCTED SAP 05-625-009 IN 2004 AND COMBINED WITHSEGMENT 625-011 IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


$0 + $467,461 + $275,088+ $20,020

$762,569



Status : Original


Original Current






TH 95 TO TH 23 Termini TH 95 TO TH 23










RECLAMATION & BITUMINOUSSURFACE IN 2008

Comments RECLAMATION & BITUMINOUSSURFACE IN 2008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 509956.95 / 60 * 25 *1.1

$514,207


2.2 * 2112 * 52.1 / 20 * 25 $302,597


2.2 * 24023.71 / 60 * 25 $22,022


$0 + $514,207 + $302,597+ $22,022

$838,826



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 509956.95 / 60 * 25 *1.1

$677,818


2.9 * 2112 * 52.1 / 20 * 25 $398,878


2.9 * 24023.71 / 60 * 25 $29,029


$0 + $677,818 + $398,878+ $29,029

$1,105,725



Status : Original


Original Current


2 Segment Length 2














2017 SAP 005-625-011 OL Comments 2017 SAP 005-625-011 OL


Segment Override


Original Current


8.98 Milepoint 8.98



Type of Service

Number of Spans

78 Bridge Length 78

33 Bridge Width 33


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 509956.95 / 60 * 25 * 1.1 $467,461


2 * 2112 * 52.1 / 20 * 25 $275,088


2 * 24023.71 / 60 * 25 $20,020


78 * 33 * 163 / 80 * 25 *1.15

$150,780


$0 + $467,461 + $275,088+ $20,020 + $150,780

$913,349



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 509956.95 / 60 * 25 *1.1

$350,595


1.5 * 2112 * 52.1 / 20 * 25 $206,316


1.5 * 24023.71 / 60 * 25 $15,015


$0 + $350,595 + $206,316+ $15,015

$571,926



Status : Original


Original Current






NORMAN TO BROADWAY Termini NORMAN TO BROADWAY










CHANGED STORM SEWER NEEDSTO COMPLETE, FOR 0.29 MILES IN2005.

Comments CHANGED STORM SEWER NEEDSTO COMPLETE, FOR 0.29 MILES IN2005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 1727805.67 / 60 * 25* 1.15

$240,093


0.29 * 2904 * 52.1 / 15 * 25 $73,128


0.29 * 82162.13 / 60 * 25 $9,928


$0 + $240,093 + $73,128 +$9,928

$323,149



Status : Original


Original Current






BROADWAY TO E 5TH IN FOLEY Termini BROADWAY TO E 5TH IN FOLEY










ADDED COMPLETE STORMSEWER NEEDS AND CHANGEDCURB & GUTTER NEEDS TO 739FEET IN 2005.

Comments ADDED COMPLETE STORMSEWER NEEDS AND CHANGEDCURB & GUTTER NEEDS TO 739FEET IN 2005.


Segment Override


Original Current


0.35 Milepoint 0.35





10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1727805.67 / 60 * 25* 1.15

$57,953


0.07 * 2904 * 52.1 / 15 * 25 $17,651


0.07 * 82162.13 / 60 * 25 $2,396


92 * 99.99986017 * 16.61 /100 * 25 * 1.15

$43,933


$0 + $57,953 + $17,651 +$2,396 + $43,933

$121,933



Status : Revised


Original Current

SARTELL Municipality SARTELL





MISS BR TO CSAH 33 Termini MISS BR TO CSAH 33










Comments 2018 SAP 005-629-015 BR Rehabon #05525


Segment Override

Bridge Information Status: Revised

Original Current


0.01 Milepoint 0.01


MISS R, BNSF RR & STR Feature Crossed MISS R, BNSF RR & STR

Type of Service

0 Number of Spans 11




SHARED WITH STEARNS CSAH 78 Comments SHARED WITH STEARNS CSAH 782018 SAP 005-629-015 BR Rehabon #05525

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



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 3860446.1 / 60 * 25 *1.15

$166,482


0.09 * 3696 * 52.1 / 15 * 25 $28,884


0.09 * 636416.4 / 60 * 25 $23,866

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

1173.01 * 52.8 * 147 / 80 *25 * 1.15 * 50%

$1,635,953


$0 + $166,482 + $28,884 +$23,866 + $1,635,953

$1,855,185



Status : Revised


Original Current






CSAH 33 TO 0.71 MI E Termini CSAH 33 TO 0.71 MI E










Comments 2018 SAP 005-629-016 Reconst


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.71 * 3860446.1 / 60 * 25 *1.15

$1,313,356


0.71 * 3696 * 52.1 / 15 * 25 $227,865


0.71 * 636416.4 / 60 * 25 $188,273


$0 + $1,313,356 + $227,865+ $188,273

$1,729,494



Status : Revised


Original Current






0.71 MI E CSAH 33 TO TH 15 Termini 0.71 MI E CSAH 33 TO TH 15










2014 SAP 005-629-012, TH0502-103,0509-34SIGNAL SYS @ TH 15

Comments 2018 SAP 005-629-016 Reconst2014 SAP 005-629-012, TH0502-103,0509-34SIGNAL SYS @ TH 15


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.38 * 2292980.92 / 60 * 25* 1.1

$399,361


0.38 * 3564 * 52.1 / 20 * 25 $88,200


0.38 * 342385.46 / 60 * 25 $54,211


$35,156 + $399,361 +$88,200 + $54,211

$576,928



Status : Original


Original Current






TH 15 TO TH 10 Termini TH 15 TO TH 10










2014 SAP 005-629-012, TH0502-103,0509-34SIGNAL SYS @ TH 15

Comments 2014 SAP 005-629-012, TH0502-103,0509-34SIGNAL SYS @ TH 15


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 2292980.92 / 60 * 25 *1.1

$420,380


0.4 * 3564 * 52.1 / 20 * 25 $92,842


0.4 * 342385.46 / 60 * 25 $57,064


$35,156 + $420,380 +$92,842 + $57,064

$605,442



Status : Original


Original Current
















BITUMINOUS RECLAMATION ANDRESURFACING IN 2007, USINGSTATE AID REGULARCONSTRUCTION FUNDS.SAP 05-629-11

Comments BITUMINOUS RECLAMATION ANDRESURFACING IN 2007, USINGSTATE AID REGULARCONSTRUCTION FUNDS.SAP 05-629-11


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 723029.16 / 60 * 25 *1.1

$596,499


1.8 * 2376 * 52.1 / 20 * 25 $278,527


1.8 * 15938.49 / 60 * 25 $11,954


$0 + $596,499 + $278,527+ $11,954

$886,980



Status : Original


Original Current






NORMAN AV TO 0.05 MI E Termini NORMAN AV TO 0.05 MI E













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 1727805.67 / 60 * 25* 1.15

$41,395


0.05 * 2904 * 52.1 / 15 * 25 $12,608


0.05 * 82162.13 / 60 * 25 $1,712


$0 + $41,395 + $12,608 +$1,712

$55,715



Status : Original


Original Current






0.05 MI E OF NORMAN TOBROADWAY

Termini 0.05 MI E OF NORMAN TOBROADWAY













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 1727805.67 / 60 * 25* 1.15

$240,093


0.29 * 2904 * 52.1 / 15 * 25 $73,128


0.29 * 82162.13 / 60 * 25 $9,928


$0 + $240,093 + $73,128 +$9,928

$323,149



Status : Original


Original Current






SOUTH JCT OF TH 10 TO 200 FT SOF 2ND STR SE IN RICE

Termini SOUTH JCT OF TH 10 TO 200 FT SOF 2ND STR SE IN RICE










CHANGED CURB AND GUTTERNEEDS TO 6019 FEET IN 2005.2012 SAP 005-631-002 M&OL

Comments CHANGED CURB AND GUTTERNEEDS TO 6019 FEET IN 2005.2012 SAP 005-631-002 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 723029.16 / 60 * 25 *1.1

$188,891


0.57 * 2376 * 52.1 / 20 * 25 $88,200


0.57 * 15938.49 / 60 * 25 $3,785


$0 + $188,891 + $88,200 +$3,785

$280,876



Status : Original


Original Current






200 FT S OF 2ND STR SE TO 300FT N OF 2ND STR NE

Termini 200 FT S OF 2ND STR SE TO 300FT N OF 2ND STR NE










2012 SAP 005-631-002 M&OL Comments 2012 SAP 005-631-002 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 1727805.67 / 60 * 25* 1.15

$372,558


0.45 * 2904 * 52.1 / 15 * 25 $113,474


0.45 * 82162.13 / 60 * 25 $15,405


$0 + $372,558 + $113,474+ $15,405

$501,437



Status : Original


Original Current






300 FT N OF 2ND STR NE TONORTH JCT TH 10

Termini 300 FT N OF 2ND STR NE TONORTH JCT TH 10










2012 SAP 005-631-002 M&OL Comments 2012 SAP 005-631-002 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.53 * 509956.95 / 60 * 25 *1.1

$123,877


0.53 * 2112 * 52.1 / 20 * 25 $72,898


0.53 * 24023.71 / 60 * 25 $5,305


$0 + $123,877 + $72,898 +$5,305

$202,080



Status : Original


Original Current






TH 25 TO S LIM FOLEY Termini TH 25 TO S LIM FOLEY











REINSTATED FOR COMPLETENEEDS IN 2001. IN 2005 ADDEDCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS.RESURFACED IN 2005 WITHSTATE AID FUNDS UNDER PLAN#05-632-003.

Comments REINSTATED FOR COMPLETENEEDS IN 2001. IN 2005 ADDEDCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS.RESURFACED IN 2005 WITHSTATE AID FUNDS UNDER PLAN#05-632-003.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1727805.67 / 60 * 25 *1.15

$82,791


0.1 * 2904 * 52.1 / 15 * 25 $25,216


0.1 * 82162.13 / 60 * 25 $3,423


$0 + $82,791 + $25,216 +$3,423

$111,430



Status : Original


Original Current






S LIM FOLEY TO TH 23 Termini S LIM FOLEY TO TH 23











ADDED COMPLETE CURB ANDGUTTER NEEDS OF 6230 FEET IN2005.RESURFACED IN 2005 WITHSTATE AID FUNDS UNDER SAP 05-632-003.

Comments ADDED COMPLETE CURB ANDGUTTER NEEDS OF 6230 FEET IN2005.RESURFACED IN 2005 WITHSTATE AID FUNDS UNDER SAP 05-632-003.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 1727805.67 / 60 * 25* 1.15

$488,465


0.59 * 2904 * 52.1 / 15 * 25 $148,777


0.59 * 82162.13 / 60 * 25 $20,198


$0 + $488,465 + $148,777+ $20,198

$657,440



Status : Original


Original Current






2ND STREET N TO 4TH STREET N Termini 2ND STREET N TO 4TH STREET N











ROADWAY FROM 1ST STR S TO2ND STR N WAS VACATED BACKTO SAUK RAPIDS IN 2002(0.19MILE) BY COMMISSIONER'SORDER NO. 86541. 2005 CHANGEDCURB AND GUTTER NEEDS TO5914 FEET.

SP 05-633-13, SAUK RAPIDSBRIDGE PROJ.

Comments ROADWAY FROM 1ST STR S TO2ND STR N WAS VACATED BACKTO SAUK RAPIDS IN 2002(0.19MILE) BY COMMISSIONER'SORDER NO. 86541. 2005 CHANGEDCURB AND GUTTER NEEDS TO5914 FEET.

SP 05-633-13, SAUK RAPIDSBRIDGE PROJ.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 3860446.1 / 60 * 25 *1.15

$258,972


0.14 * 3696 * 52.1 / 15 * 25 $44,931


0.14 * 636416.4 / 60 * 25 $37,124


$0 + $258,972 + $44,931 +$37,124

$341,027



Status : Original


Original Current






4TH STREET NORTH TO 0.21 MILESOUTH OF TH 15.

Termini 4TH STREET NORTH TO 0.21 MILESOUTH OF TH 15.











CHANGED TO PROPOSED URBANDESIGN, 4 TRAFFIC LANES, 2PARKING LANES WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.RECONSTRUCTED WITH THTBFUNDS IN 2005 UNDER SAP 05-632-010.

Comments CHANGED TO PROPOSED URBANDESIGN, 4 TRAFFIC LANES, 2PARKING LANES WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.RECONSTRUCTED WITH THTBFUNDS IN 2005 UNDER SAP 05-632-010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.78 * 3860446.1 / 60 * 25 *1.15

$1,442,842


0.78 * 3696 * 52.1 / 15 * 25 $250,330


0.78 * 636416.4 / 60 * 25 $206,835


$0 + $1,442,842 + $250,330+ $206,835

$1,900,007



Status : Original


Original Current





DIVIDED Existing Lane Description DIVIDED

0.21 MILE SOUTH OF TH 15 TO TH15

Termini 0.21 MILE SOUTH OF TH 15 TO TH15











CHANGED TO PROPOSED URBANDESIGN, 4 TRAFFIC LANES, 2PARKING LANES WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.RECONSTRUCTION IN 2005INCLUDED WIDENING ANDRESURFACE AND A SIGNALSYSTEM AT TH 15 RAMPS (SOUTHOF TH 15) UNDER SAP 65-633-014.SEE PLAN SAP 05-633-010 & 05-633-014

Comments CHANGED TO PROPOSED URBANDESIGN, 4 TRAFFIC LANES, 2PARKING LANES WITHCOMPLETE STORM SEWER ANDCURB & GUTTER NEEDS IN 2005.RECONSTRUCTION IN 2005INCLUDED WIDENING ANDRESURFACE AND A SIGNALSYSTEM AT TH 15 RAMPS (SOUTHOF TH 15) UNDER SAP 65-633-014.SEE PLAN SAP 05-633-010 & 05-633-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 3860446.1 / 60 * 25 *1.15

$369,959


0.2 * 3696 * 52.1 / 15 * 25 $64,187


0.2 * 636416.4 / 60 * 25 $53,035


$0 + $369,959 + $64,187 +$53,035

$487,181



Status : Original


Original Current






TH 15 TO 0.22 MILE NORTH OF TH15.

Termini TH 15 TO 0.22 MILE NORTH OF TH15.











2015 SAP 005-633-016 M&OL, SMPIPES.

PROPOSED URBAN WITH 4TRAFFIC AND 2 PARKING LANES,68 FOOT ROAD AND COMPLETECURB & GUTTER NEEDS OF 8448FEET IN 2005.SURFACED WIDENED IN 2005,WITH USE OF STATE AID FUNDSUNDER SAP 05-633-014.

Comments 2015 SAP 005-633-016 M&OL, SMPIPES.

PROPOSED URBAN WITH 4TRAFFIC AND 2 PARKING LANES,68 FOOT ROAD AND COMPLETECURB & GUTTER NEEDS OF 8448FEET IN 2005.SURFACED WIDENED IN 2005,WITH USE OF STATE AID FUNDSUNDER SAP 05-633-014.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 3860446.1 / 60 * 25 *1.15

$406,955


0.22 * 3696 * 52.1 / 15 * 25 $70,606


0.22 * 636416.4 / 60 * 25 $58,338


$0 + $406,955 + $70,606 +$58,338

$535,899



Status : Original


Original Current






0.22 MILE NORTH OF TH 15 TO NLIM SAUK RAPIDS

Termini 0.22 MILE NORTH OF TH 15 TO NLIM SAUK RAPIDS











2015 SAP 005-633-016 M&OL, SMPIPES.

PROPOSED URBAN WITH 4TRAFFIC AND 2 PARKING LANES,68 FOOT ROAD AND COMPLETECURB & GUTTER NEEDS OF 8448FEET IN 2005.633-012 BROKEN OUT FROM 633-010 (JULY 06)


PROPOSED URBAN WITH 4TRAFFIC AND 2 PARKING LANES,68 FOOT ROAD AND COMPLETECURB & GUTTER NEEDS OF 8448FEET IN 2005.633-012 BROKEN OUT FROM 633-010 (JULY 06)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.58 * 3860446.1 / 60 * 25 *1.15

$1,072,882


0.58 * 3696 * 52.1 / 15 * 25 $186,143


0.58 * 636416.4 / 60 * 25 $153,801


$0 + $1,072,882 + $186,143+ $153,801

$1,412,826



Status : Revised


Original Current






NO LIM SAUK RAPIDS TO CSAH 29 Termini NO LIM SAUK RAPIDS TO CSAH 29











2015 SAP 005-633-016 M&OL, SMPIPES.

CHANGED FROM RURAL TOURBAN DESIGN

Comments 2018 SAP 005-633-018 / 005-629-0162015 SAP 005-633-016 M&OL, SMPIPES.

CHANGED FROM RURAL TOURBAN DESIGN


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1727805.67 / 60 * 25 *1.15

$413,953


0.5 * 2904 * 52.1 / 15 * 25 $126,082


0.5 * 82162.13 / 60 * 25 $17,117


$0 + $413,953 + $126,082+ $17,117

$557,152



Status : Revised


Original Current






CSAH 29 TO NO LIM SARTELL Termini CSAH 29 TO NO LIM SARTELL











2015 SAP 005-633-016 M&OL, SMPIPES.

Comments 2018 SAP 005-633-018 / 005-629-0162015 SAP 005-633-016 M&OL, SMPIPES.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1727805.67 / 60 * 25 *1.15

$413,953


0.5 * 2904 * 52.1 / 15 * 25 $126,082


0.5 * 82162.13 / 60 * 25 $17,117


$0 + $413,953 + $126,082+ $17,117

$557,152



Status : Original


Original Current


1 Segment Length 1




N LIM SARTELL TO 1.0 MI N Termini N LIM SARTELL TO 1.0 MI N











2015 SAP 005-633-016 M&OL, SMPIPES.

ORIGINAL BITUMINOUS BASEAND SURFACE MILLED(RELCAIMED) AND NEWBITUMINOUS BASE ANDSURFACE PLACED IN 200)


ORIGINAL BITUMINOUS BASEAND SURFACE MILLED(RELCAIMED) AND NEWBITUMINOUS BASE ANDSURFACE PLACED IN 200)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 723029.16 / 60 * 25 * 1.1 $331,388


1 * 2376 * 52.1 / 20 * 25 $154,737


1 * 15938.49 / 60 * 25 $6,641


$0 + $331,388 + $154,737+ $6,641

$492,766



Status : Original


Original Current






1.0 MI N OF N LIM SARTELL TO TH10

Termini 1.0 MI N OF N LIM SARTELL TO TH10











2015 SAP 005-633-016 M&OL, SMPIPES.

ORIGINAL BITUMINOUS BASE &SURFACE WAS MILLED(RECLAIMED) AND A NEWBITUMINOUS BASE ANDSURFACE WAS PLACED IN 2000(EXCEPT THAT LAST 1600 FEETWAS ONLY RESURFACEDWITHOUT BEING MILLED).


ORIGINAL BITUMINOUS BASE &SURFACE WAS MILLED(RECLAIMED) AND A NEWBITUMINOUS BASE ANDSURFACE WAS PLACED IN 2000(EXCEPT THAT LAST 1600 FEETWAS ONLY RESURFACEDWITHOUT BEING MILLED).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 723029.16 / 60 * 25 *1.1

$497,083


1.5 * 2376 * 52.1 / 20 * 25 $232,106


1.5 * 15938.49 / 60 * 25 $9,962


$0 + $497,083 + $232,106+ $9,962

$739,151



Status : Original


Original Current






TH 10 TO CO RD 57 Termini TH 10 TO CO RD 57










2012 - SAP 005-633-015 Comments 2012 - SAP 005-633-015


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 723029.16 / 60 * 25 *1.1

$364,527


1.1 * 2376 * 52.1 / 20 * 25 $170,211


1.1 * 15938.49 / 60 * 25 $7,305


$0 + $364,527 + $170,211+ $7,305

$542,043



Status : Original


Original Current


1 Segment Length 1














2012 - SAP 005-633-015 Comments 2012 - SAP 005-633-015


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 723029.16 / 60 * 25 * 1.1 $331,388


1 * 2376 * 52.1 / 20 * 25 $154,737


1 * 15938.49 / 60 * 25 $6,641


$0 + $331,388 + $154,737+ $6,641

$492,766

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SANEEDS - CSAH - Segment Report Roadway Segment Status ......0.4 * 15938.49 / 60 * 25 $2,656 RR...

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