SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : WADENA Segment Nbr : 080-601-010 Original Current Unassigned/Unknown Municipality Unassigned/Unknown 4.6

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WADENA Segment Nbr : 080-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.6 Segment Length 4.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 71 TO CSAH 23 Termini TH 71 TO CSAH 23

231 Present AADT 195

2012 Year of Count 2016

1.1 Projection Factor 1

231 Projected Traffic 195

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

80502 Structure Number 80502

2.94 Milepoint 2.94

1962 Year Built 1962

WING RIVER Feature Crossed WING RIVER

Type of Service

Number of Spans

54.5 Bridge Length 54.5

29.4 Bridge Width 29.4

100% Shared Structure 100%

Comments

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

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

4.6 * 463559.6 / 60 * 25 *1.1

$977,338

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.6 * 2112 * 53.26 / 20 * 25 $646,789

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.6 * 21316.76 / 60 * 25 $40,857

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

54.5 * 29.4 * 152 / 80 * 25 *1.15

$87,526

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

$0 + $977,338 + $646,789+ $40,857 + $87,526

$1,752,510



Status : Original


Original Current

ALDRICH Municipality ALDRICH





SO CO LINE TO TH 10 Termini SO CO LINE TO TH 10





URBAN Design Type URBAN

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




Comments


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

062751M USDOT Number 062751M

0.37 Located at Milepoint 0.37

2 Mainline Tracks 2

SIGNALS ONLY Protection Type SIGNALS ONLY

1986 Last Year Protection Upgraded 1986

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1688765.43 / 60 * 25 *1.15

$323,680


0.4 * 2904 * 53.26 / 15 * 25 $103,111


0.4 * 26769.4 / 60 * 25 $4,462

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 + $323,680 + $103,111+ $4,462 + $275,000 +$64,800

$771,053



Status : Revised


Original Current






FIRST ST TO THIRD ST ALONG TH10

Termini 1ST AVE NE FROM TH10 TO ELMLN NE

72 Present AADT 105




URBAN Design Type RURAL

5 - URBAN : 0 - 9999 Design Group 5 ( RURAL : 150 - 1499 )



THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.02 * 463559.6 / 60 * 25 *1.1

$4,249


0.02 * 2112 * 53.26 / 20 * 25 $2,812


0.02 * 21316.76 / 60 * 25 $178

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $4,249 + $2,812 +$178

$7,239



Status : Revised


Original Current






TH 10 TO 0.2 MI NO Termini ELM LN NE TO CENTRAL AVE N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 463559.6 / 60 * 25 *1.1

$23,371


0.11 * 2112 * 53.26 / 20 * 25 $15,467


0.11 * 21316.76 / 60 * 25 $977


$0 + $23,371 + $15,467 +$977

$39,815



Status : Revised


Original Current






0.2 MI NO OF TH 10 TO NO LIMALDRICH

Termini MAPLE ST TO NO LIM ALDRICH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 463559.6 / 60 * 25 *1.1

$63,739


0.3 * 2112 * 53.26 / 20 * 25 $42,182


0.3 * 21316.76 / 60 * 25 $2,665


$0 + $63,739 + $42,182 +$2,665

$108,586



Status : Original


Original Current






NO LIM ALDRICH TO CSAH 26 Termini NO LIM ALDRICH TO CSAH 26










Comments


Segment Override


Original Current


2.335 Milepoint 2.335


PARTRIDGE RIVER Feature Crossed PARTRIDGE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1




REPLACED UNDER SP 080-602-008.

Comments REPLACED UNDER SP 080-602-008.



Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 463559.6 / 60 * 25 *1.1

$403,683


1.9 * 2112 * 53.26 / 20 * 25 $267,152


1.9 * 21316.76 / 60 * 25 $16,876


88.15 * 39.34 * 152 / 80 * 25* 1.15

$189,430


64.8 * 37.3 * 152 / 80 * 25 *1.15

$132,031

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

$0 + $403,683 + $267,152+ $16,876 + $189,430 +$132,031

$1,009,172



Status : Original


Original Current


3 Segment Length 3




CSAH 26 TO CSAH 29 Termini CSAH 26 TO CSAH 29










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 463559.6 / 60 * 25 * 1.1 $637,394


3 * 2112 * 53.26 / 20 * 25 $421,819


3 * 21316.76 / 60 * 25 $26,646


$0 + $637,394 + $421,819+ $26,646

$1,085,859



Status : Original


Original Current






CSAH 29 TO W LIMS OF STAPLES Termini CSAH 29 TO W LIMS OF STAPLES










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 463559.6 / 60 * 25 *1.1

$318,697


1.5 * 2112 * 53.26 / 20 * 25 $210,910


1.5 * 21316.76 / 60 * 25 $13,323


$0 + $318,697 + $210,910+ $13,323

$542,930



Status : Original


Original Current

STAPLES Municipality STAPLES





W LIMS STAPLES TO CSAH 30 Termini W LIMS STAPLES TO CSAH 30










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 463559.6 / 60 * 25 *1.1

$106,232


0.5 * 2112 * 53.26 / 20 * 25 $70,303


0.5 * 21316.76 / 60 * 25 $4,441


$0 + $106,232 + $70,303 +$4,441

$180,976



Status : Original


Original Current






CSAH 30 (4TH ST) TO 6TH ST INSTAPLES

Termini CSAH 30 (4TH ST) TO 6TH ST INSTAPLES










2013 SAP 080-603-006 M&OLSHARED W/ TODD CO

Comments 2013 SAP 080-603-006 M&OLSHARED W/ TODD CO


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1688765.43 / 60 * 25* 1.15

$129,472


0.16 * 2904 * 53.26 / 15 * 25 $41,245


0.16 * 26769.4 / 60 * 25 $1,785


$0 + $129,472 + $41,245 +$1,785

$172,502



Status : Original


Original Current






6TH ST TO 8TH ST IN STAPLES Termini 6TH ST TO 8TH ST IN STAPLES










2013 SAP 080-603-006 M&OLSHARED W/ TODD CO

Comments 2013 SAP 080-603-006 M&OLSHARED W/ TODD CO


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1688765.43 / 60 * 25* 1.15

$121,380


0.15 * 2904 * 53.26 / 15 * 25 $38,667


0.15 * 26769.4 / 60 * 25 $1,673


$0 + $121,380 + $38,667 +$1,673

$161,720



Status : Original


Original Current






8TH ST TO E LIMITS OF STAPLES Termini 8TH ST TO E LIMITS OF STAPLES










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1688765.43 / 60 * 25* 1.15

$121,380


0.15 * 2904 * 53.26 / 15 * 25 $38,667


0.15 * 26769.4 / 60 * 25 $1,673


$0 + $121,380 + $38,667 +$1,673

$161,720



Status : Original


Original Current


1 Segment Length 1




E LIM OUTSIDE OF STAPLES TO1.0 MI E

Termini E LIM OUTSIDE OF STAPLES TO1.0 MI E










Comments


Segment Override

Culvert Information Status: Original

Original Current




HAYDEN CREEK Feature Crossed HAYDEN CREEK

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

70 Culvert Length 70

50.00046828 Area of Waterway Opening 50.00046828


Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


1 * 870848.36 / 60 * 25 * 1.1 $399,139


1 * 2376 * 53.26 / 20 * 25 $158,182


1 * 54476.41 / 60 * 25 $22,699

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

70 * 50.00046828 * 15.47 /100 * 25 * 1.15

$15,567

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

$0 + $399,139 + $158,182+ $22,699 + $15,567

$595,587



Status : Original


Original Current

WADENA Municipality WADENA





TH 10 TO 0.31 MI E Termini TH 10 TO 0.31 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 1688765.43 / 60 * 25* 1.15

$250,852


0.31 * 2904 * 53.26 / 15 * 25 $79,911


0.31 * 26769.4 / 60 * 25 $3,458


$0 + $250,852 + $79,911 +$3,458

$334,221



Status : Original


Original Current






0.31 MI E TO 0.93 MI E OF TH 10 Termini 0.31 MI E TO 0.93 MI E OF TH 10










ADDED CURB AND GUTTER Comments ADDED CURB AND GUTTER


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.62 * 870848.36 / 60 * 25 *1.1

$247,466


0.62 * 2376 * 53.26 / 20 * 25 $98,073


0.62 * 54476.41 / 60 * 25 $14,073


$0 + $247,466 + $98,073 +$14,073

$359,612



Status : Original


Original Current






0.93 MI E OF TH 10 TO E LIMSWADENA

Termini 0.93 MI E OF TH 10 TO E LIMSWADENA










CHANGED TO PROPOSED URBANDESIGN FOR SEGMENT. NO CURBAND GUTTER PAST HARRY &RICH DRIVE AS PER KELVIN5/2/11. PARTIAL STORMSEWER.

Comments CHANGED TO PROPOSED URBANDESIGN FOR SEGMENT. NO CURBAND GUTTER PAST HARRY &RICH DRIVE AS PER KELVIN5/2/11. PARTIAL STORMSEWER.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 870848.36 / 60 * 25 *1.1

$95,793


0.24 * 2376 * 53.26 / 20 * 25 $37,964


0.24 * 54476.41 / 60 * 25 $5,448


$0 + $95,793 + $37,964 +$5,448

$139,205



Status : Original


Original Current






E LIM WADENA TO CSAH 23 Termini E LIM WADENA TO CSAH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 870848.36 / 60 * 25 *1.1

$1,915,866


4.8 * 2376 * 53.26 / 20 * 25 $759,275


4.8 * 54476.41 / 60 * 25 $108,953


$0 + $1,915,866 + $759,275+ $108,953

$2,784,094



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override


Original Current


6.34 Milepoint 6.34



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 463559.6 / 60 * 25 * 1.1 $1,062,324


5 * 2112 * 53.26 / 20 * 25 $703,032


5 * 21316.76 / 60 * 25 $44,410


81.2 * 41.166 * 152 / 80 * 25* 1.15

$182,594


$0 + $1,062,324 + $703,032+ $44,410 + $182,594

$1,992,360



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 463559.6 / 60 * 25 *1.1

$552,409


2.6 * 2112 * 53.26 / 20 * 25 $365,577


2.6 * 21316.76 / 60 * 25 $23,093


$0 + $552,409 + $365,577+ $23,093

$941,079



Status : Original


Original Current


2 Segment Length 2




CSAH 66 TO TH 71 Termini CSAH 66 TO TH 71










RESURFACED IN 2005 UNDER SAP80-606-09COMBINED WITH SEGMENT 020 IN2010

Comments RESURFACED IN 2005 UNDER SAP80-606-09COMBINED WITH SEGMENT 020 IN2010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 463559.6 / 60 * 25 * 1.1 $424,930


2 * 2112 * 53.26 / 20 * 25 $281,213


2 * 21316.76 / 60 * 25 $17,764


$0 + $424,930 + $281,213+ $17,764

$723,907



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


$0 + $849,859 + $562,426+ $35,528

$1,447,813



Status : Original


Original Current


6 Segment Length 6














2013 SAP 080-607-016 M&OL Comments 2013 SAP 080-607-016 M&OL


Segment Override


Original Current


4.83 Milepoint 4.83


RED EYE RIVER Feature Crossed RED EYE RIVER


3 Number of Spans 3




REPLACED UNDER SAP 080-607-012.

Comments REPLACED UNDER SAP 080-607-012.




Computation Result


0 * 56250 / 40 * 25 $0


6 * 463559.6 / 60 * 25 * 1.1 $1,274,789


6 * 2112 * 53.26 / 20 * 25 $843,638


6 * 21316.76 / 60 * 25 $53,292


90.5 * 35.34 * 152 / 80 * 25* 1.15

$174,705


$0 + $1,274,789 + $843,638+ $53,292 + $174,705

$2,346,424



Status : Original


Original Current
















2013 SAP 080-607-015 M&OL

2012 SAP 080-607-013 M&OL

Comments 2013 SAP 080-607-015 M&OL

2012 SAP 080-607-013 M&OL


Segment Override


Original Current




CROW WING RIVER Feature Crossed CROW WING RIVER

Type of Service

Number of Spans

160 Bridge Length 160



Comments

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



Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 463559.6 / 60 * 25 *1.1

$934,845


4.4 * 2112 * 53.26 / 20 * 25 $618,668


4.4 * 21316.76 / 60 * 25 $39,081


160 * 31.1 * 138 / 80 * 25 *1.15

$246,779


$0 + $934,845 + $618,668+ $39,081 + $246,779

$1,839,373



Status : Original


Original Current






CSAH 30 TO 0.2 MI SO OF CSAH 9 Termini CSAH 30 TO 0.2 MI SO OF CSAH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 463559.6 / 60 * 25 *1.1

$913,599


4.3 * 2112 * 53.26 / 20 * 25 $604,608


4.3 * 21316.76 / 60 * 25 $38,193


$0 + $913,599 + $604,608+ $38,193

$1,556,400



Status : Original


Original Current






0.20 MI SO TO CSAH 9 Termini 0.20 MI SO TO CSAH 9










CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.

Comments CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 463559.6 / 60 * 25 *1.1

$42,493


0.2 * 2112 * 53.26 / 20 * 25 $28,121


0.2 * 21316.76 / 60 * 25 $1,776


$0 + $42,493 + $28,121 +$1,776

$72,390



Status : Original


Original Current


2 Segment Length 2




CSAH 9 TO EAST CO LINE Termini CSAH 9 TO EAST CO LINE










2015 SAP 080-607-014 RC&OL Comments 2015 SAP 080-607-014 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 463559.6 / 60 * 25 * 1.1 $424,930


2 * 2112 * 53.26 / 20 * 25 $281,213


2 * 21316.76 / 60 * 25 $17,764


$0 + $424,930 + $281,213+ $17,764

$723,907



Status : Original


Original Current






WEST COUNTY LINE TO WESTLIMITS OF SEBEKA

Termini WEST COUNTY LINE TO WESTLIMITS OF SEBEKA












Segment Override


Original Current


1.61 Milepoint 1.61


HAY CREEK Feature Crossed HAY CREEK



10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 463559.6 / 60 * 25 *1.1

$531,162


2.5 * 2112 * 53.26 / 20 * 25 $351,516


2.5 * 21316.76 / 60 * 25 $22,205


70 * 139.99958896 * 15.47 /100 * 25 * 1.15

$43,587


$0 + $531,162 + $351,516+ $22,205 + $43,587

$948,470



Status : Original


Original Current

SEBEKA Municipality SEBEKA





WEST LIMTS OF SEBEKA TO 0.14MILE WEST OF TH 71

Termini WEST LIMTS OF SEBEKA TO 0.14MILE WEST OF TH 71












Segment Override


Original Current


2.87 Milepoint 2.87




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 463559.6 / 60 * 25 *1.1

$74,363


0.35 * 2112 * 53.26 / 20 * 25 $49,212


0.35 * 21316.76 / 60 * 25 $3,109


92.83 * 47.3 * 152 / 80 * 25* 1.15

$239,851


$0 + $74,363 + $49,212 +$3,109 + $239,851

$366,535



Status : Original


Original Current






0.14 MILE WEST OF TH 71 TO TH71

Termini 0.14 MILE WEST OF TH 71 TO TH71










2013 SAP 080-608-005 M&OL

ADDED CURB & GUTTER


ADDED CURB & GUTTER


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 1688765.43 / 60 * 25* 1.15

$113,288


0.14 * 2904 * 53.26 / 15 * 25 $36,089


0.14 * 26769.4 / 60 * 25 $1,562


$0 + $113,288 + $36,089 +$1,562

$150,939



Status : Original


Original Current


3 Segment Length 3




W CO LINE TO TH 71 Termini W CO LINE TO TH 71










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 463559.6 / 60 * 25 * 1.1 $637,394


3 * 2112 * 53.26 / 20 * 25 $421,819


3 * 21316.76 / 60 * 25 $26,646


$0 + $637,394 + $421,819+ $26,646

$1,085,859



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


$0 + $849,859 + $562,426+ $35,528

$1,447,813



Status : Original


Original Current


2 Segment Length 2




CSAH 23 TO CO RD 118 Termini CSAH 23 TO CO RD 118










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 463559.6 / 60 * 25 * 1.1 $424,930


2 * 2112 * 53.26 / 20 * 25 $281,213


2 * 21316.76 / 60 * 25 $17,764


$0 + $424,930 + $281,213+ $17,764

$723,907



Status : Original


Original Current


4 Segment Length 4




CO RD 118 TO CSAH 26 Termini CO RD 118 TO CSAH 26










Comments


Segment Override


Original Current


9.92 Milepoint 9.92



Type of Service

Number of Spans

62 Bridge Length 62



Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


62 * 31.7 * 152 / 80 * 25 *1.15

$107,360


$0 + $849,859 + $562,426+ $35,528 + $107,360

$1,555,173



Status : Original


Original Current


















Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 463559.6 / 60 * 25 *1.1

$892,352


4.2 * 2112 * 53.26 / 20 * 25 $590,547


4.2 * 21316.76 / 60 * 25 $37,304


180.3 * 31.6 * 138 / 80 * 25* 1.15

$282,559


$0 + $892,352 + $590,547+ $37,304 + $282,559

$1,802,762



Status : Original


Original Current


2 Segment Length 2

AGGREGATE SURF Existing Surface Type AGGREGATE SURF



CSAH23 TO CO RD 118 Termini CSAH23 TO CO RD 118

99 Present AADT 95









Comments


Segment Override



Computation Result


2 * 231779.8 / 60 * 25 * 1.1 $212,465


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


2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$212,465 + $140,595 + $0 $353,060



Status : Original


Original Current


4 Segment Length 4




COUNTY ROAD 118 TO CSAH 26 Termini COUNTY ROAD 118 TO CSAH 26

61 Present AADT 95









Comments


Segment Override


Original Current


2.07 Milepoint 2.07




3 Number of Spans 3




Comments




Computation Result


4 * 231779.8 / 60 * 25 * 1.1 $424,930


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


4 * 0 / 60 * 25 $0


80.6 * 35.33 * 152 / 80 * 25* 1.15

$155,550

Total Segment Cost Construction +Preservation + ROW +Bridge

$424,930 + $281,190 + $0+ $155,550

$861,670



Status : Original


Original Current






TH 71 TO BECKER AVE Termini TH 71 TO BECKER AVE









THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


0.08 Milepoint 0.08



Type of Service

0 Number of Spans 0




2012 SAP 080-612-007 BR# 7170REHAB

Comments 2012 SAP 080-612-007 BR# 7170REHAB




Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 1688765.43 / 60 * 25* 1.15

$113,288


0.14 * 2904 * 53.26 / 15 * 25 $36,089


0.14 * 26769.4 / 60 * 25 $1,562


200 * 36.3 * 138 / 80 * 25 *1.15

$360,051


$0 + $113,288 + $36,089 +$1,562 + $360,051

$510,990



Status : Original


Original Current






BECKER AVE TO CSAH 52 Termini BECKER AVE TO CSAH 52











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


2.47 Milepoint 2.47


LITTLE SWAMP CREEK Feature Crossed LITTLE SWAMP CREEK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


3.95 Milepoint 3.95


BEAVER CREEK Feature Crossed BEAVER CREEK

Type of Service


8 Culvert Width 8

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1688765.43 / 60 * 25* 1.15

$121,380


0.15 * 2904 * 53.26 / 15 * 25 $38,667


0.15 * 26769.4 / 60 * 25 $1,673


50 * 60.00013138 * 15.47 /100 * 25 * 1.15

$13,343


52 * 80.00053397 * 15.47 /100 * 25 * 1.15

$18,502

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

$0 + $121,380 + $38,667 +$1,673 + $13,343 + $18,502

$193,565



Status : Original


Original Current






CSAH 52 TO SLOVER ST Termini CSAH 52 TO SLOVER ST











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1688765.43 / 60 * 25 *1.15

$161,840


0.2 * 2904 * 53.26 / 15 * 25 $51,556


0.2 * 26769.4 / 60 * 25 $2,231


$0 + $161,840 + $51,556 +$2,231

$215,627



Status : Original


Original Current






SLOVER ST E LIM SEBEKA Termini SLOVER ST E LIM SEBEKA











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 870848.36 / 60 * 25 *1.1

$319,311


0.8 * 2376 * 53.26 / 20 * 25 $126,546


0.8 * 54476.41 / 60 * 25 $18,159


$0 + $319,311 + $126,546+ $18,159

$464,016



Status : Original


Original Current






E LIM SEBEKA TO CSAH 23 Termini E LIM SEBEKA TO CSAH 23











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


0 Milepoint 0


Feature Crossed

Type of Service

3 Number of Spans 3




CO# 94098 Comments CO# 94098




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 870848.36 / 60 * 25 *1.1

$957,933


2.4 * 2376 * 53.26 / 20 * 25 $379,637


2.4 * 54476.41 / 60 * 25 $54,476


122.6 * 50.2 * 152 / 80 * 25* 1.15

$336,191


$0 + $957,933 + $379,637+ $54,476 + $336,191

$1,728,237



Status : Original


Original Current


6 Segment Length 6




CSAH 23 TO E LIM NIMROD Termini CSAH 23 TO E LIM NIMROD











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


0 Milepoint 0


Red Eye River Feature Crossed Red Eye River

Type of Service

3 Number of Spans 3




2013 CO# 94098 Comments 2013 CO# 94098



Original Current

80x01 Structure Number 80x01

0 Milepoint 0


Feature Crossed

Type of Service


10 Culvert Width 10

5 Culvert Height 5


100 Area of Waterway Opening 100


2013 CO# 94098 Comments 2013 CO# 94098




Computation Result


0 * 56250 / 40 * 25 $0


6 * 463559.6 / 60 * 25 * 1.1 $1,274,789


6 * 2112 * 53.26 / 20 * 25 $843,638


6 * 21316.76 / 60 * 25 $53,292


88.5 * 50.2 * 152 / 80 * 25 *1.15

$242,682


72 * 100 * 15.47 / 100 * 25 *1.15

$32,023

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

$0 + $1,274,789 + $843,638+ $53,292 + $242,682 +$32,023

$2,446,424



Status : Original


Original Current

NIMROD Municipality NIMROD





E LIM NIMROD TO CSAH 14 Termini E LIM NIMROD TO CSAH 14











2013 CO# 94098 Comments 2013 CO# 94098


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.99 * 463559.6 / 60 * 25 *1.1

$210,340


0.99 * 2112 * 53.26 / 20 * 25 $139,200


0.99 * 21316.76 / 60 * 25 $8,793


$0 + $210,340 + $139,200+ $8,793

$358,333



Status : Original


Original Current






CSAH 14 TO E LIM NIMROD Termini CSAH 14 TO E LIM NIMROD










2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


0 Milepoint 0


Crow River Feature Crossed Crow River

Type of Service

3 Number of Spans 3




2013 CO# 94098 Comments 2013 CO# 94098




Computation Result


0 * 56250 / 40 * 25 $0


0.66 * 463559.6 / 60 * 25 *1.1

$140,227


0.66 * 2112 * 53.26 / 20 * 25 $92,800


0.66 * 21316.76 / 60 * 25 $5,862


200 * 36.3 * 138 / 80 * 25 *1.15

$360,051


$0 + $140,227 + $92,800 +$5,862 + $360,051

$598,940



Status : Original


Original Current


4 Segment Length 4




E LIM NIMROD TO E CO LINE Termini E LIM NIMROD TO E CO LINE










2013 CO# 94098 Comments 2013 CO# 94098


Segment Override


Original Current


0 Milepoint 0


Beaver Creek Feature Crossed Beaver Creek

Type of Service


8 Culvert Width 8

5 Culvert Height 5




2013 CO# 94098 Comments 2013 CO# 94098



Original Current


0 Milepoint 0


Little Swamp Creek Feature Crossed Little Swamp Creek

Type of Service


10 Culvert Width 10

6 Culvert Height 6




2013 CO# 94098 Comments 2013 CO# 94098




Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


52 * 80 * 15.47 / 100 * 25 *1.15

$18,502


50 * 60 * 15.47 / 100 * 25 *1.15

$13,343

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

$0 + $849,859 + $562,426+ $35,528 + $18,502 +$13,343

$1,479,658



Status : Original


Original Current


3 Segment Length 3




W CO LINE TO TH 71 Termini W CO LINE TO TH 71










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 463559.6 / 60 * 25 * 1.1 $637,394


3 * 2112 * 53.26 / 20 * 25 $421,819


3 * 21316.76 / 60 * 25 $26,646


$0 + $637,394 + $421,819+ $26,646

$1,085,859



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 463559.6 / 60 * 25 *1.1

$913,599


4.3 * 2112 * 53.26 / 20 * 25 $604,608


4.3 * 21316.76 / 60 * 25 $38,193


$0 + $913,599 + $604,608+ $38,193

$1,556,400



Status : Original


Original Current


2 Segment Length 2




CSAH 15 TO CR 167 Termini CSAH 15 TO CR 167










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 463559.6 / 60 * 25 * 1.1 $424,930


2 * 2112 * 53.26 / 20 * 25 $281,213


2 * 21316.76 / 60 * 25 $17,764


$0 + $424,930 + $281,213+ $17,764

$723,907



Status : Original


Original Current






CO RD 167 TO THE NORTH LIMITSOF NIMROD

Termini CO RD 167 TO THE NORTH LIMITSOF NIMROD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.9 * 463559.6 / 60 * 25 *1.1

$1,041,078


4.9 * 2112 * 53.26 / 20 * 25 $688,971


4.9 * 21316.76 / 60 * 25 $43,522


$0 + $1,041,078 + $688,971+ $43,522

$1,773,571



Status : Original


Original Current






NO LIM NIMROD TO CSAH 12 Termini NO LIM NIMROD TO CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 463559.6 / 60 * 25 *1.1

$89,235


0.42 * 2112 * 53.26 / 20 * 25 $59,055


0.42 * 21316.76 / 60 * 25 $3,730


$0 + $89,235 + $59,055 +$3,730

$152,020



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


$0 + $849,859 + $562,426+ $35,528

$1,447,813



Status : Original


Original Current


1 Segment Length 1














Comments


Segment Override


Original Current


4.19 Milepoint 4.19




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 463559.6 / 60 * 25 * 1.1 $212,465


1 * 2112 * 53.26 / 20 * 25 $140,606


1 * 21316.76 / 60 * 25 $8,882


130.9 * 39.3 * 152 / 80 * 25* 1.15

$281,011


$0 + $212,465 + $140,606+ $8,882 + $281,011

$642,964



Status : Original


Original Current


5 Segment Length 5





61 Present AADT 55









Comments


Segment Override



Computation Result


5 * 231779.8 / 60 * 25 * 1.1 $531,162


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


5 * 0 / 60 * 25 $0


$531,162 + $351,488 + $0 $882,650



Status : Original


Original Current






W COUNTY LINE TO TH 71 Termini W COUNTY LINE TO TH 71










Comments


Segment Override


Original Current




BLUEBERRY RIVER Feature Crossed BLUEBERRY RIVER



12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 463559.6 / 60 * 25 *1.1

$531,162


2.5 * 2112 * 53.26 / 20 * 25 $351,516


2.5 * 21316.76 / 60 * 25 $22,205


82 * 131.99985848 * 15.47 /100 * 25 * 1.15

$48,141


$0 + $531,162 + $351,516+ $22,205 + $48,141

$953,024



Status : Original


Original Current

MENAHGA Municipality MENAHGA





TH 71 NORTH EASTERLY (1)BLOCK TO CROOKS STREET

Termini TH 71 NORTH EASTERLY (1)BLOCK TO CROOKS STREET












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






CROOKS STREET NORTHEASTERLY (1) BLOCK TO FRONTSTREET

Termini CROOKS STREET NORTHEASTERLY (1) BLOCK TO FRONTSTREET












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1688765.43 / 60 * 25* 1.15

$64,736


0.08 * 2904 * 53.26 / 15 * 25 $20,622


0.08 * 26769.4 / 60 * 25 $892


$0 + $64,736 + $20,622 +$892

$86,250



Status : Original


Original Current






0.15 MI NE TH 71 (FRONT STREET)TO 0.32 MI NE

Termini 0.15 MI NE TH 71 (FRONT STREET)TO 0.32 MI NE










2013 SAP 080-617-007 M&OL

ADDED STORM SEWER TO 0.17MILE AND CURB AND GUTTER TO1795 LF. REVISED YEAR OF LASTSTATE AID FUNDING BACK TO1974.


ADDED STORM SEWER TO 0.17MILE AND CURB AND GUTTER TO1795 LF. REVISED YEAR OF LASTSTATE AID FUNDING BACK TO1974.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 1688765.43 / 60 * 25* 1.15

$137,564


0.17 * 2904 * 53.26 / 15 * 25 $43,822


0.17 * 26769.4 / 60 * 25 $1,896


$0 + $137,564 + $43,822 +$1,896

$183,282



Status : Original


Original Current






0.32 MI NE OF TH 71 TO E LIM OFMENAHGA

Termini 0.32 MI NE OF TH 71 TO E LIM OFMENAHGA










CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.

Comments CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 463559.6 / 60 * 25 *1.1

$121,105


0.57 * 2112 * 53.26 / 20 * 25 $80,146


0.57 * 21316.76 / 60 * 25 $5,063


$0 + $121,105 + $80,146 +$5,063

$206,314



Status : Original


Original Current






E LIMITS MENAGHA TO CSAH 23 Termini E LIMITS MENAGHA TO CSAH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 463559.6 / 60 * 25 *1.1

$743,627


3.5 * 2112 * 53.26 / 20 * 25 $492,122


3.5 * 21316.76 / 60 * 25 $31,087


$0 + $743,627 + $492,122+ $31,087

$1,266,836



Status : Original


Original Current


















Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.9 * 463559.6 / 60 * 25 *1.1

$1,253,542


5.9 * 2112 * 53.26 / 20 * 25 $829,578


5.9 * 21316.76 / 60 * 25 $52,404


180.3 * 34.3 * 138 / 80 * 25* 1.15

$306,702


$0 + $1,253,542 + $829,578+ $52,404 + $306,702

$2,442,226



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 463559.6 / 60 * 25 *1.1

$467,423


2.2 * 2112 * 53.26 / 20 * 25 $309,334


2.2 * 21316.76 / 60 * 25 $19,540


$0 + $467,423 + $309,334+ $19,540

$796,297



Status : Original


Original Current


6 Segment Length 6




CO RD 153 TO 320TH ST. (3.4 MINE OF N LIMS NIMROD)

Termini CO RD 153 TO 320TH ST. (3.4 MINE OF N LIMS NIMROD)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 463559.6 / 60 * 25 * 1.1 $1,274,789


6 * 2112 * 53.26 / 20 * 25 $843,638


6 * 21316.76 / 60 * 25 $53,292


$0 + $1,274,789 + $843,638+ $53,292

$2,171,719



Status : Original


Original Current






3.4 MI NE TO N LIMS NIMROD Termini 3.4 MI NE TO N LIMS NIMROD










Comments


Segment Override


Original Current

80J13 Structure Number 80J13



BIG SWAMP CREEK Feature Crossed BIG SWAMP CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 463559.6 / 60 * 25 *1.1

$722,380


3.4 * 2112 * 53.26 / 20 * 25 $478,062


3.4 * 21316.76 / 60 * 25 $30,199


108 * 163.99985679 * 15.47/ 100 * 25 * 1.15

$78,776


$0 + $722,380 + $478,062+ $30,199 + $78,776

$1,309,417



Status : Original


Original Current






N LIMS NIMROD TO CSAH 12 Termini N LIMS NIMROD TO CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 463559.6 / 60 * 25 *1.1

$25,496


0.12 * 2112 * 53.26 / 20 * 25 $16,873


0.12 * 21316.76 / 60 * 25 $1,066


$0 + $25,496 + $16,873 +$1,066

$43,435



Status : Original


Original Current



GRADED & DRAINED Existing Surface Type GRADED & DRAINED



CSAH 18 TO EAST COUNTY LINE Termini CSAH 18 TO EAST COUNTY LINE

66 Present AADT 60









Comments


Segment Override



Computation Result


3.3 * 231779.8 / 60 * 25 *1.1

$350,567


3.3 * 546 * 10.3 / 2 * 25 $231,982


3.3 * 0 / 60 * 25 $0


$350,567 + $231,982 + $0 $582,549



Status : Original


Original Current






TH 10 TO 0.78 MI NO Termini TH 10 TO 0.78 MI NO










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.78 * 1688765.43 / 60 * 25* 1.15

$631,176


0.78 * 2904 * 53.26 / 15 * 25 $201,067


0.78 * 26769.4 / 60 * 25 $8,700


$35,156 + $631,176 +$201,067 + $8,700

$876,099



Status : Original


Original Current






0.78 MILE NORTH OF TH 10 TO TOTHE NORTH LIMITS OF WADENA

Termini 0.78 MILE NORTH OF TH 10 TO TOTHE NORTH LIMITS OF WADENA










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 870848.36 / 60 * 25 *1.1

$83,819


0.21 * 2376 * 53.26 / 20 * 25 $33,218


0.21 * 54476.41 / 60 * 25 $4,767


$0 + $83,819 + $33,218 +$4,767

$121,804



Status : Original


Original Current






THE NORTH LIMITS OF WADENATO TH 71

Termini THE NORTH LIMITS OF WADENATO TH 71










Comments


Segment Override


Original Current


3.09 Milepoint 3.09


LEAF RIVER Feature Crossed LEAF RIVER


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 463559.6 / 60 * 25 *1.1

$807,366


3.8 * 2112 * 53.26 / 20 * 25 $534,304


3.8 * 21316.76 / 60 * 25 $33,752


138 * 43.3 * 152 / 80 * 25 *1.15

$326,406


$0 + $807,366 + $534,304+ $33,752 + $326,406

$1,701,828



Status : Original


Original Current






TH 71 TO BIRCH AVE. NE (CSAH53)

Termini TH 71 TO BIRCH AVE. NE (CSAH53)










2009 RESURFACED UNDER SAP80-621-10

Comments 2009 RESURFACED UNDER SAP80-621-10


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






BIRCH AVE. NE TO CEDARAVENUE

Termini BIRCH AVE. NE TO CEDARAVENUE










2009 OVERLAY PROJECT, SAP 80-621-010

Comments 2009 OVERLAY PROJECT, SAP 80-621-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1688765.43 / 60 * 25* 1.15

$64,736


0.08 * 2904 * 53.26 / 15 * 25 $20,622


0.08 * 26769.4 / 60 * 25 $892


$0 + $64,736 + $20,622 +$892

$86,250



Status : Original


Original Current






CEDAR AVENUE STREET TO EASTLIMITS OF MENAHGA

Termini CEDAR AVENUE STREET TO EASTLIMITS OF MENAHGA










RECONSTRUCTION 2009,PROJECT SAP 80-621-10

Comments RECONSTRUCTION 2009,PROJECT SAP 80-621-10


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.95 * 1688765.43 / 60 * 25* 1.15

$768,740


0.95 * 2904 * 53.26 / 15 * 25 $244,889


0.95 * 26769.4 / 60 * 25 $10,596


$0 + $768,740 + $244,889+ $10,596

$1,024,225



Status : Original


Original Current


4 Segment Length 4




E LIM MENAHGA TO SHELL RIVERBRIDGE

Termini E LIM MENAHGA TO SHELL RIVERBRIDGE










COMBINED WITH 040 IN 2005RESURFACED IN 2010, SAP 080-621-011

Comments COMBINED WITH 040 IN 2005RESURFACED IN 2010, SAP 080-621-011


Segment Override


Original Current


5.12 Milepoint 5.12


SHELL RIVER Feature Crossed SHELL RIVER


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


159.6 * 39.3 * 138 / 80 * 25* 1.15

$311,066


$0 + $849,859 + $562,426+ $35,528 + $311,066

$1,758,879



Status : Original


Original Current






SHELL RIVER BRIDGE TO N COLINE

Termini SHELL RIVER BRIDGE TO N COLINE










RESURFACED IN 2010, SAP 080-621-011

Comments RESURFACED IN 2010, SAP 080-621-011


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 463559.6 / 60 * 25 *1.1

$148,725


0.7 * 2112 * 53.26 / 20 * 25 $98,424


0.7 * 21316.76 / 60 * 25 $6,217


$0 + $148,725 + $98,424 +$6,217

$253,366



Status : Original


Original Current






ALONG N CO LINE TO CSAH 23 Termini ALONG N CO LINE TO CSAH 23










RESURFACED IN 2010, SAP 80-621-011

Comments RESURFACED IN 2010, SAP 80-621-011


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 463559.6 / 60 * 25 *1.1

$42,493


0.2 * 2112 * 53.26 / 20 * 25 $28,121


0.2 * 21316.76 / 60 * 25 $1,776


$0 + $42,493 + $28,121 +$1,776

$72,390



Status : Original


Original Current


1 Segment Length 1




SO CO LINE TO 1.0 MI NO Termini SO CO LINE TO 1.0 MI NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 463559.6 / 60 * 25 * 1.1 $212,465


1 * 2112 * 53.26 / 20 * 25 $140,606


1 * 21316.76 / 60 * 25 $8,882


$0 + $212,465 + $140,606+ $8,882

$361,953



Status : Original


Original Current






1.0 MI NO OF SO CO LINE TO SOLIM VERNDALE

Termini 1.0 MI NO OF SO CO LINE TO SOLIM VERNDALE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 463559.6 / 60 * 25 *1.1

$148,725


0.7 * 2112 * 53.26 / 20 * 25 $98,424


0.7 * 21316.76 / 60 * 25 $6,217


$0 + $148,725 + $98,424 +$6,217

$253,366



Status : Original


Original Current

VERNDALE Municipality VERNDALE





SO LIM TO 0.63 MI SO OF TH 10 Termini SO LIM TO 0.63 MI SO OF TH 10










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 463559.6 / 60 * 25 *1.1

$48,867


0.23 * 2112 * 53.26 / 20 * 25 $32,339


0.23 * 21316.76 / 60 * 25 $2,043


$0 + $48,867 + $32,339 +$2,043

$83,249



Status : Original


Original Current






0.63 MI SO OF TH 10 TO 5 TH STSO

Termini 0.63 MI SO OF TH 10 TO 5 TH STSO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 1688765.43 / 60 * 25* 1.15

$218,484


0.27 * 2904 * 53.26 / 15 * 25 $69,600


0.27 * 26769.4 / 60 * 25 $3,012


$0 + $218,484 + $69,600 +$3,012

$291,096



Status : Original


Original Current






5 TH ST SO IN VERNDALE TO TH10

Termini 5 TH ST SO IN VERNDALE TO TH10










Comments


Segment Override


Status: Original

Original Current



062760L USDOT Number 062760L


2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES



2005 Last Year Surfaced 2005


SAP 80-623-17 Comments SAP 80-623-17



Computation Result


0 * 56250 / 40 * 25 $0


0.36 * 1688765.43 / 60 * 25* 1.15

$291,312


0.36 * 2904 * 53.26 / 15 * 25 $92,800


0.36 * 26769.4 / 60 * 25 $4,015


325000 / 25 * 25 $325,000


67 * 1350 / 25 * 25 $90,450


$0 + $291,312 + $92,800 +$4,015 + $325,000 +$90,450

$803,577



Status : Revised


Original Current






TH 10 TO 0.06 NORTH Termini TH 10 TO 0.06 NORTH










2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP

THIS SEGMENT WAS OVERLAYEDIN 2000 WITH SA MAINTENANCEFUNDS

Comments 2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 1688765.43 / 60 * 25* 1.15

$48,552


0.06 * 2904 * 53.26 / 15 * 25 $15,467


0.06 * 26769.4 / 60 * 25 $669


$0 + $48,552 + $15,467 +$669

$64,688



Status : New


Original Current






0.06 NORTH OF TH 10 TO N LIMVERNDALE

Termini 0.06 NORTH OF TH 10 TO N LIMVERNDALE










2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP


Comments 2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 463559.6 / 60 * 25 *1.1

$104,108


0.49 * 2112 * 53.26 / 20 * 25 $68,897


0.49 * 21316.76 / 60 * 25 $4,352


$0 + $104,108 + $68,897 +$4,352

$177,357



Status : Original


Original Current






N. LIMITS OF VERNDALE TO CSAH4

Termini N. LIMITS OF VERNDALE TO CSAH4










SEGMENT WAS OVERLAYED IN2000. COMBINED WITH SEG 070IN 2005

Comments SEGMENT WAS OVERLAYED IN2000. COMBINED WITH SEG 070IN 2005


Segment Override


Original Current


5.05 Milepoint 5.05



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 463559.6 / 60 * 25 *1.1

$531,162


2.5 * 2112 * 53.26 / 20 * 25 $351,516


2.5 * 21316.76 / 60 * 25 $22,205


105 * 42.3 * 152 / 80 * 25 *1.15

$242,617


$0 + $531,162 + $351,516+ $22,205 + $242,617

$1,147,500



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override


Original Current


9.02 Milepoint 9.02



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 463559.6 / 60 * 25 * 1.1 $1,062,324


5 * 2112 * 53.26 / 20 * 25 $703,032


5 * 21316.76 / 60 * 25 $44,410


105.2 * 38.33 * 152 / 80 * 25* 1.15

$220,265


$0 + $1,062,324 + $703,032+ $44,410 + $220,265

$2,030,031



Status : Original


Original Current


8 Segment Length 8














Comments


Segment Override


Original Current







12 Culvert Width 12

7 Culvert Height 7




Comments



Original Current


15.387 Milepoint 15.387





10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current


13 Milepoint 13





10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


8 * 463559.6 / 60 * 25 * 1.1 $1,699,719


8 * 2112 * 53.26 / 20 * 25 $1,124,851


8 * 21316.76 / 60 * 25 $71,056


70 * 84.00039921 * 15.47 /100 * 25 * 1.15

$26,152


70 * 39.99972879 * 15.47 /100 * 25 * 1.15

$12,453


72 * 180.00039414 * 15.47 /100 * 25 * 1.15

$57,641

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

$0 + $1,699,719 +$1,124,851 + $71,056 +$26,152 + $12,453 +$57,641

$2,991,872



Status : Original


Original Current


4 Segment Length 4




CSAH 12 TO COUNTY ROAD 167 Termini CSAH 12 TO COUNTY ROAD 167










GRADED 2009, SP 80-623-16 Comments GRADED 2009, SP 80-623-16


Segment Override


Original Current


19.037 Milepoint 19.037


Red Eye River Feature Crossed Red Eye River

Type of Service

Number of Spans




Comments



Original Current


22.007 Milepoint 22.007


CAT RIVER Feature Crossed CAT RIVER



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


85.5 * 38.5 * 152 / 80 * 25 *1.15

$179,812


86 * 89.00023076 * 15.47 /100 * 25 * 1.15

$34,042

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

$0 + $849,859 + $562,426+ $35,528 + $179,812 +$34,042

$1,661,667



Status : Original


Original Current
















GRADE, BASE & SURF 2008, SP80-623-013

Comments GRADE, BASE & SURF 2008, SP80-623-013


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 463559.6 / 60 * 25 *1.1

$764,873


3.6 * 2112 * 53.26 / 20 * 25 $506,183


3.6 * 21316.76 / 60 * 25 $31,975


$0 + $764,873 + $506,183+ $31,975

$1,303,031



Status : Original


Original Current
















SP 80-623-14, 2007 GRADED

SURFACED 2008, SAP 80-623-019

Comments SP 80-623-14, 2007 GRADED

SURFACED 2008, SAP 80-623-019


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 463559.6 / 60 * 25 *1.1

$339,944


1.6 * 2112 * 53.26 / 20 * 25 $224,970


1.6 * 21316.76 / 60 * 25 $14,211


$0 + $339,944 + $224,970+ $14,211

$579,125



Status : Original


Original Current






CSAH 17 TO NO CO LINE Termini CSAH 17 TO NO CO LINE










SP 80-623-14, 2007 GRADED

SURFACED 2008, SAP 80-623-019

Comments SP 80-623-14, 2007 GRADED

SURFACED 2008, SAP 80-623-019


Segment Override


Original Current


29.837 Milepoint 29.837


SHELL RIVER Feature Crossed SHELL RIVER

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 463559.6 / 60 * 25 *1.1

$658,641


3.1 * 2112 * 53.26 / 20 * 25 $435,880


3.1 * 21316.76 / 60 * 25 $27,534


135.2 * 38.7 * 152 / 80 * 25* 1.15

$285,811


$0 + $658,641 + $435,880+ $27,534 + $285,811

$1,407,866



Status : Original


Original Current






CSAH 18 TO N CO LINE Termini CSAH 18 TO N CO LINE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 463559.6 / 60 * 25 *1.1

$403,683


1.9 * 2112 * 53.26 / 20 * 25 $267,152


1.9 * 21316.76 / 60 * 25 $16,876


$0 + $403,683 + $267,152+ $16,876

$687,711



Status : Original


Original Current
















2012 SAP 080-626-020 OL Comments 2012 SAP 080-626-020 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 463559.6 / 60 * 25 *1.1

$318,697


1.5 * 2112 * 53.26 / 20 * 25 $210,910


1.5 * 21316.76 / 60 * 25 $13,323


$0 + $318,697 + $210,910+ $13,323

$542,930



Status : Original


Original Current
















Comments


Segment Override


Original Current


1.77 Milepoint 1.77


Partridge River Feature Crossed Partridge River


1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 463559.6 / 60 * 25 *1.1

$743,627


3.5 * 2112 * 53.26 / 20 * 25 $492,122


3.5 * 21316.76 / 60 * 25 $31,087


84.7 * 35.33 * 152 / 80 * 25* 1.15

$163,463


$0 + $743,627 + $492,122+ $31,087 + $163,463

$1,430,299



Status : Revised


Original Current
















2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539

2012 SAP 080-626-022 M&OL

Comments 2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539

2012 SAP 080-626-022 M&OL


Segment Override

Bridge Information Status: Deleted

Original Current


9.21 Milepoint 9.21



Type of Service

Number of Spans




Comments


Bridge Information Status: New

Original Current


9.21 Milepoint 9.21


Leaf River Feature Crossed Leaf River


3 Number of Spans 3




2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539

Comments 2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539




Computation Result


0 * 56250 / 40 * 25 $0


4.7 * 463559.6 / 60 * 25 *1.1

$998,585


4.7 * 2112 * 53.26 / 20 * 25 $660,850


4.7 * 21316.76 / 60 * 25 $41,745


176 * 34.5 * 138 / 80 * 25 *1.15

$301,133


$0 + $998,585 + $660,850+ $41,745 + $301,133

$2,002,313



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override


Original Current


9.8 Milepoint 9.8



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 463559.6 / 60 * 25 * 1.1 $1,062,324


5 * 2112 * 53.26 / 20 * 25 $703,032


5 * 21316.76 / 60 * 25 $44,410


87.3 * 39.3 * 152 / 80 * 25 *1.15

$187,412


$0 + $1,062,324 + $703,032+ $44,410 + $187,412

$1,997,178



Status : Original


Original Current


4 Segment Length 4




CSAH 9 TO SO LIM NIMROD Termini CSAH 9 TO SO LIM NIMROD










SAP 80-626-017 Comments SAP 80-626-017


Segment Override


Original Current




CAT RIVER Feature Crossed CAT RIVER



12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 463559.6 / 60 * 25 * 1.1 $849,859


4 * 2112 * 53.26 / 20 * 25 $562,426


4 * 21316.76 / 60 * 25 $35,528


76 * 131.99985848 * 15.47 /100 * 25 * 1.15

$44,619


$0 + $849,859 + $562,426+ $35,528 + $44,619

$1,492,432



Status : Original


Original Current






SO LIM NIMROD TO CSAH 12 Termini SO LIM NIMROD TO CSAH 12










SAP 80-626-016, 2005 Comments SAP 80-626-016, 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 463559.6 / 60 * 25 *1.1

$21,246


0.1 * 2112 * 53.26 / 20 * 25 $14,061


0.1 * 21316.76 / 60 * 25 $888


$0 + $21,246 + $14,061 +$888

$36,195



Status : Original


Original Current
















Comments


Segment Override


Original Current


1.86 Milepoint 1.86



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 463559.6 / 60 * 25 *1.1

$956,092


4.5 * 2112 * 53.26 / 20 * 25 $632,729


4.5 * 21316.76 / 60 * 25 $39,969


60 * 245.00035707 * 15.47 /100 * 25 * 1.15

$65,380


$0 + $956,092 + $632,729+ $39,969 + $65,380

$1,694,170



Status : Original


Original Current


















Segment Override


Original Current


4.62 Milepoint 4.62



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 463559.6 / 60 * 25 *1.1

$722,380


3.4 * 2112 * 53.26 / 20 * 25 $478,062


3.4 * 21316.76 / 60 * 25 $30,199


160.3 * 36.166 * 138 / 80 *25 * 1.15

$287,515


$0 + $722,380 + $478,062+ $30,199 + $287,515

$1,518,156



Status : Original


Original Current






4TH ST NW TOCSAH 2 Termini 4TH ST NW TOCSAH 2










2013 SAP 080-630-015 M&OL

SEG 010, 011 & 020 COMBINED IN2005. SEG LENGTH AFTERCOMBINING WENT FROM 1.63 TO1.71 MILES PER KELVIN E-MAIL4/5/05 STATING TERMI AND FIELDVERIFIED MILEAGE.

CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER FROM4TH STREET TO JUNCTION OFTHE NORTH -SOUTH CORRIDORE


SEG 010, 011 & 020 COMBINED IN2005. SEG LENGTH AFTERCOMBINING WENT FROM 1.63 TO1.71 MILES PER KELVIN E-MAIL4/5/05 STATING TERMI AND FIELDVERIFIED MILEAGE.

CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER FROM4TH STREET TO JUNCTION OFTHE NORTH -SOUTH CORRIDORE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.71 * 870848.36 / 60 * 25 *1.1

$682,527


1.71 * 2376 * 53.26 / 20 * 25 $270,492


1.71 * 54476.41 / 60 * 25 $38,814


$0 + $682,527 + $270,492+ $38,814

$991,833



Status : Original


Original Current






CSAH 2 TO CROW WING RIVER Termini CSAH 2 TO CROW WING RIVER










2009 OVERLAY, SAP 80-630-014 Comments 2009 OVERLAY, SAP 80-630-014


Segment Override


Original Current


4.06 Milepoint 4.06



Type of Service

0 Number of Spans 0




SHARED W/ CASS CSAH 67 Comments SHARED W/ CASS CSAH 67




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 463559.6 / 60 * 25 *1.1

$509,916


2.4 * 2112 * 53.26 / 20 * 25 $337,455


2.4 * 21316.76 / 60 * 25 $21,317

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

302.8 * 35.3 * 138 / 80 * 25* 1.15 * 50%

$265,050


$0 + $509,916 + $337,455+ $21,317 + $265,050

$1,133,738



Status : Original


Original Current






2.9 MI N OF THE CROW WINGRIVER TO CSAH 7

Termini 2.9 MI N OF THE CROW WINGRIVER TO CSAH 7










2013 SAP 080-630-018 M&OL1.33MILES

2012 SAP 080-630-017 OL

Comments 2013 SAP 080-630-018 M&OL1.33MILES

2012 SAP 080-630-017 OL


Segment Override


Original Current


10.748 Milepoint 10.748


FARNHAM CREEK Feature Crossed FARNHAM CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 463559.6 / 60 * 25 *1.1

$892,352


4.2 * 2112 * 53.26 / 20 * 25 $590,547


4.2 * 21316.76 / 60 * 25 $37,304


78 * 162.99989048 * 15.47 /100 * 25 * 1.15

$56,547


$0 + $892,352 + $590,547+ $37,304 + $56,547

$1,576,750



Status : Original


Original Current






TH 71 IN MENAHGA TO 0.38 MI SEIN MENAHGA

Termini TH 71 IN MENAHGA TO 0.38 MI SEIN MENAHGA










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 1688765.43 / 60 * 25* 1.15

$307,496


0.38 * 2904 * 53.26 / 15 * 25 $97,956


0.38 * 26769.4 / 60 * 25 $4,238


$0 + $307,496 + $97,956 +$4,238

$409,690



Status : Original


Original Current






0.38 MI SE OF TH 71 TO E LIMS OFMENAHGA (CO RD 147)

Termini 0.38 MI SE OF TH 71 TO E LIMS OFMENAHGA (CO RD 147)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.47 * 463559.6 / 60 * 25 *1.1

$99,858


0.47 * 2112 * 53.26 / 20 * 25 $66,085


0.47 * 21316.76 / 60 * 25 $4,175


$0 + $99,858 + $66,085 +$4,175

$170,118



Status : Original


Original Current






E LIMS MENAHGA (CO RD 147) TOCSAH 23

Termini E LIMS MENAHGA (CO RD 147) TOCSAH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 463559.6 / 60 * 25 *1.1

$701,134


3.3 * 2112 * 53.26 / 20 * 25 $464,001


3.3 * 21316.76 / 60 * 25 $29,311


$0 + $701,134 + $464,001+ $29,311

$1,194,446



Status : Original


Original Current






COLFAX AVE. TO ASH AVE. (TH10) ON 1ST STREET S.E.

Termini COLFAX AVE. TO ASH AVE. (TH10) ON 1ST STREET S.E.










RECONSTRUCTED SEGMENT UPTO R/R XING UNDER SAP 080-650-010, 2015

Comments RECONSTRUCTED SEGMENT UPTO R/R XING UNDER SAP 080-650-010, 2015


Segment Override


Status: Original

Original Current



062779D USDOT Number 062779D


2 Mainline Tracks 2




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1688765.43 / 60 * 25* 1.15

$186,116


0.23 * 2904 * 53.26 / 15 * 25 $59,289


0.23 * 26769.4 / 60 * 25 $2,565


325000 / 25 * 25 $325,000


64 * 1350 / 25 * 25 $86,400


$0 + $186,116 + $59,289 +$2,565 + $325,000 +$86,400

$659,370



Status : Original


Original Current






(ALDRICH AVE SW) 2ND ST SW TO1ST ST SW

Termini (ALDRICH AVE SW) 2ND ST SW TO1ST ST SW










SAP 80-650-09, 2007 OVERLAY Comments SAP 80-650-09, 2007 OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






(ALDRICH AVE SW) 1ST SW TOJEFFERSON ST

Termini (ALDRICH AVE SW) 1ST SW TOJEFFERSON ST










SAP 80-650-09, 2007 OVERLAY Comments SAP 80-650-09, 2007 OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






DAYTON AVE. SE; FROMJEFFERSON ST. SE TO 4THSTREET SE

Termini DAYTON AVE. SE; FROMJEFFERSON ST. SE TO 4THSTREET SE

2420 Present AADT 0









2015 CONSTRUCTED UNDER SAP080-650-010

Comments 2015 CONSTRUCTED UNDER SAP080-650-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 1688765.43 / 60 * 25* 1.15

$218,484


0.27 * 2904 * 53.26 / 15 * 25 $69,600


0.27 * 26769.4 / 60 * 25 $3,012


$0 + $218,484 + $69,600 +$3,012

$291,096



Status : Original


Original Current






1ST ST. SE; FROM DAYTON AVESE TO COLFAX AVE SE.

Termini 1ST ST. SE; FROM DAYTON AVESE TO COLFAX AVE SE.

2420 Present AADT 0









2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010

Comments 2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 1688765.43 / 60 * 25* 1.15

$48,552


0.06 * 2904 * 53.26 / 15 * 25 $15,467


0.06 * 26769.4 / 60 * 25 $669


$0 + $48,552 + $15,467 +$669

$64,688



Status : Original


Original Current






4TH ST SE; FROM DAYTON AVESE TO COLFAX AVE SE.

Termini 4TH ST SE; FROM DAYTON AVESE TO COLFAX AVE SE.

2420 Present AADT 0












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 1688765.43 / 60 * 25* 1.15

$89,012


0.11 * 2904 * 53.26 / 15 * 25 $28,356


0.11 * 26769.4 / 60 * 25 $1,227


$0 + $89,012 + $28,356 +$1,227

$118,595



Status : Original


Original Current






4TH ST. SE; FROM COLFAX AVESE TO ALDRICH AVE. SE.

Termini 4TH ST. SE; FROM COLFAX AVESE TO ALDRICH AVE. SE.

2420 Present AADT 0












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 1688765.43 / 60 * 25* 1.15

$105,196


0.13 * 2904 * 53.26 / 15 * 25 $33,511


0.13 * 26769.4 / 60 * 25 $1,450


$0 + $105,196 + $33,511 +$1,450

$140,157



Status : Original


Original Current






ALDRICH AVE. SE; FROM 2ND ST.SE TO THE JCT. OF 4TH ST. SE.

Termini ALDRICH AVE. SE; FROM 2ND ST.SE TO THE JCT. OF 4TH ST. SE.

2420 Present AADT 0












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 1688765.43 / 60 * 25* 1.15

$72,828


0.09 * 2904 * 53.26 / 15 * 25 $23,200


0.09 * 26769.4 / 60 * 25 $1,004


$0 + $72,828 + $23,200 +$1,004

$97,032



Status : Original


Original Current






(FARNELL ST) 2ND ST TO FIRSTAVE S.E.

Termini (FARNELL ST) 2ND ST TO FIRSTAVE S.E.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1688765.43 / 60 * 25* 1.15

$64,736


0.08 * 2904 * 53.26 / 15 * 25 $20,622


0.08 * 26769.4 / 60 * 25 $892


$0 + $64,736 + $20,622 +$892

$86,250



Status : Original


Original Current






(FARNELL ST) FIRST AVE S.E. TOMASON AVE (TH 10)

Termini (FARNELL ST) FIRST AVE S.E. TOMASON AVE (TH 10)










Comments


Segment Override


Status: Original

Original Current



062758K USDOT Number 062758K


2 Mainline Tracks 2




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


325000 / 25 * 25 $325,000


56 * 1350 / 25 * 25 $75,600


$0 + $56,644 + $18,044 +$781 + $325,000 + $75,600

$476,069



Status : Original


Original Current






(FRONT ST) BROWN ST TOFARWELL ST

Termini (FRONT ST) BROWN ST TOFARWELL ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






(FRONT ST) FARWELL ST TOBUTLER ST

Termini (FRONT ST) FARWELL ST TOBUTLER ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






MINNESOTA AV (CSAH 12) NORTHTO FIRST STREET

Termini MINNESOTA AV (CSAH 12) NORTHTO FIRST STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1688765.43 / 60 * 25* 1.15

$56,644


0.07 * 2904 * 53.26 / 15 * 25 $18,044


0.07 * 26769.4 / 60 * 25 $781


$0 + $56,644 + $18,044 +$781

$75,469



Status : Original


Original Current






FIRST STREET NORTH TOFOURTH STREET

Termini FIRST STREET NORTH TOFOURTH STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1688765.43 / 60 * 25* 1.15

$121,380


0.15 * 2904 * 53.26 / 15 * 25 $38,667


0.15 * 26769.4 / 60 * 25 $1,673


$0 + $121,380 + $38,667 +$1,673

$161,720



Status : Original


Original Current






FOURTH STREET NORTH TO CO.RD. 143

Termini FOURTH STREET NORTH TO CO.RD. 143










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 1688765.43 / 60 * 25* 1.15

$234,668


0.29 * 2904 * 53.26 / 15 * 25 $74,756


0.29 * 26769.4 / 60 * 25 $3,235


$0 + $234,668 + $74,756 +$3,235

$312,659



Status : Original


Original Current






CSAH 17 TO 1ST AVE (CSAH 21) Termini CSAH 17 TO 1ST AVE (CSAH 21)










2013 SAP 080-653-003 M&OL0.056MILES

Comments 2013 SAP 080-653-003 M&OL0.056MILES


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 1688765.43 / 60 * 25* 1.15

$72,828


0.09 * 2904 * 53.26 / 15 * 25 $23,200


0.09 * 26769.4 / 60 * 25 $1,004


$0 + $72,828 + $23,200 +$1,004

$97,032



Status : Original


Original Current






( HARRY & RICH DRIVE ) T.H. 10TO CSAH 4

Termini ( HARRY & RICH DRIVE ) T.H. 10TO CSAH 4










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.41 * 1688765.43 / 60 * 25* 1.15

$331,772


0.41 * 2904 * 53.26 / 15 * 25 $105,689


0.41 * 26769.4 / 60 * 25 $4,573


$0 + $331,772 + $105,689+ $4,573

$442,034



Status : Original


Original Current






THE SOUTH COUNTY LINE TOPRAIRE AVENUE (N LIMSSTAPLES)

Termini THE SOUTH COUNTY LINE TOPRAIRE AVENUE (N LIMSSTAPLES)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 463559.6 / 60 * 25 *1.1

$106,232


0.5 * 2112 * 53.26 / 20 * 25 $70,303


0.5 * 21316.76 / 60 * 25 $4,441


$0 + $106,232 + $70,303 +$4,441

$180,976



Status : Original


Original Current


1 Segment Length 1




PRAIRE AVENUE (N LIMSSTAPLES) TO CSAH 2

Termini PRAIRE AVENUE (N LIMSSTAPLES) TO CSAH 2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 463559.6 / 60 * 25 * 1.1 $212,465


1 * 2112 * 53.26 / 20 * 25 $140,606


1 * 21316.76 / 60 * 25 $8,882


$0 + $212,465 + $140,606+ $8,882

$361,953



Status : Original


Original Current






CSAH 20 TO 190TH STREET Termini CSAH 20 TO 190TH STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 463559.6 / 60 * 25 *1.1

$318,697


1.5 * 2112 * 53.26 / 20 * 25 $210,910


1.5 * 21316.76 / 60 * 25 $13,323


$0 + $318,697 + $210,910+ $13,323

$542,930



Status : Original


Original Current






190TH STREET TO OTTER TAILCSAH 66

Termini 190TH STREET TO OTTER TAILCSAH 66










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 463559.6 / 60 * 25 *1.1

$658,641


3.1 * 2112 * 53.26 / 20 * 25 $435,880


3.1 * 21316.76 / 60 * 25 $27,534


$0 + $658,641 + $435,880+ $27,534

$1,122,055

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : WADENA Segment Nbr : 080-601-010 Original Current Unassigned/Unknown Municipality Unassigned/Unknown 4.6

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