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

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : HENNEPIN Segment Nbr : 027-601-010

Original Current

EDEN PRAIRIE Municipality EDEN PRAIRIE

0.19 Segment Length 0.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO SETTLEMENT DR -R

Termini W CO LINE TO SETTLEMENT DR -R

2900 Present AADT 2900

2015 Year of Count 2015

1 Projection Factor 1

2900 Projected Traffic 2900

RURAL Design Type RURAL

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

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

27542 Structure Number 27542

0.04 Milepoint 0.04

1975 Year Built 1975

HCRRA Feature Crossed HCRRA

Type of Service

Number of Spans

235.7 Bridge Length 235.7

48.2 Bridge Width 48.2

100% Shared Structure 100%

Comments

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

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

0.19 * 1045249.09 / 60 * 25* 1.1

$91,024

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2376 * 62.15 / 20 * 25 $35,071

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 87853.85 / 60 * 25 $6,955

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

235.7 * 48.2 * 138 / 80 * 25* 1.15

$563,422

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

$0 + $91,024 + $35,071 +$6,955 + $563,422

$696,472



Status : Original


Original Current






SETTLEMENT DR - R TO RILEYLAKE RD - L

Termini SETTLEMENT DR - R TO RILEYLAKE RD - L










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 1045249.09 / 60 * 25* 1.1

$210,792


0.44 * 2376 * 62.15 / 20 * 25 $81,218


0.44 * 87853.85 / 60 * 25 $16,107

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $210,792 + $81,218 +$16,107

$308,117



Status : Original


Original Current






RILEY LAKE ROAD TO SHETLANDRD

Termini RILEY LAKE ROAD TO SHETLANDRD










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.2 * 2290971.06 / 60 * 25 *1.1

$1,260,034


1.2 * 3564 * 62.15 / 20 * 25 $332,254


1.2 * 384815.72 / 60 * 25 $192,408


$70,313 + $1,260,034 +$332,254 + $192,408

$1,855,009



Status : Original


Original Current





DIVIDED Existing Lane Description DIVIDED

SHETLAND RD TO CSAH 4 Termini SHETLAND RD TO CSAH 4





URBAN Design Type URBAN

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




SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED

Comments SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.37 * 2662390.12 / 60 * 25* 1.15

$472,020


0.37 * 2904 * 62.15 / 15 * 25 $111,298


0.37 * 438088.14 / 60 * 25 $67,539


$35,156 + $472,020 +$111,298 + $67,539

$686,013



Status : Original


Original Current






CSAH 4 TO FLYING CLD DR Termini CSAH 4 TO FLYING CLD DR













Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1.86 * 2290971.06 / 60 * 25* 1.1

$1,953,053


1.86 * 3564 * 62.15 / 20 * 25 $514,994


1.86 * 384815.72 / 60 * 25 $298,232


$210,938 + $1,953,053 +$514,994 + $298,232

$2,977,217



Status : Original


Original Current






FLYING CLD DR TO PIONEER TR Termini FLYING CLD DR TO PIONEER TR













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 5450218.74 / 60 * 25 *1.15

$261,156


0.1 * 3696 * 62.15 / 15 * 25 $38,284


0.1 * 1705469.21 / 60 * 25 $71,061


$35,156 + $261,156 +$38,284 + $71,061

$405,657



Status : Original


Original Current






PIONEER TR TO CREEK KNOLLRD - L

Termini PIONEER TR TO CREEK KNOLLRD - L










COMBINED WITH SEGMENT 601-031: COMBINED VALUES FORSEGMENT LENGTH, EXISTINGSTORM SEWER, EXISTINGTRAFFIC SIGNALS, AND TERMINI.

MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL

ONLY BUILT TO 55' (DG)

Comments COMBINED WITH SEGMENT 601-031: COMBINED VALUES FORSEGMENT LENGTH, EXISTINGSTORM SEWER, EXISTINGTRAFFIC SIGNALS, AND TERMINI.


ONLY BUILT TO 55' (DG)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 5450218.74 / 60 * 25* 1.15

$1,018,510


0.39 * 3696 * 62.15 / 15 * 25 $149,309


0.39 * 1705469.21 / 60 * 25 $277,139


$0 + $1,018,510 + $149,309+ $277,139

$1,444,958



Status : Original


Original Current






CREEK KNOLL RD - L TO BEGPERMANENT MEDIAN W OF TH169

Termini CREEK KNOLL RD - L TO BEGPERMANENT MEDIAN W OF TH169










SP 27-601-27


ONLY BUILT TO 55'.

Comments SP 27-601-27


ONLY BUILT TO 55'.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.91 * 5450218.74 / 60 * 25* 1.15

$4,988,086


1.91 * 3696 * 62.15 / 15 * 25 $731,232


1.91 * 1705469.21 / 60 * 25 $1,357,269


$0 + $4,988,086 + $731,232+ $1,357,269

$7,076,587



Status : Original


Original Current






BEG PERMANENT MEDIAN W OFTH 169 TO TH 169(N JCT)

Termini BEG PERMANENT MEDIAN W OFTH 169 TO TH 169(N JCT)










THIS SEGMENT IS NOT ELIGIBLEFOR WIDENING NEEDS BECAUSEEXISTING ROADWAY WIDTHALREADY MEETS OR EXCEEDSPROPOSED WIDTH. SEGMENTCHANGED BACK TO ADEQUATE.2/23/07 SL

Comments THIS SEGMENT IS NOT ELIGIBLEFOR WIDENING NEEDS BECAUSEEXISTING ROADWAY WIDTHALREADY MEETS OR EXCEEDSPROPOSED WIDTH. SEGMENTCHANGED BACK TO ADEQUATE.2/23/07 SL


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.23 * 5450218.74 / 60 * 25* 1.15

$600,660


0.23 * 3696 * 62.15 / 15 * 25 $88,054


0.23 * 1705469.21 / 60 * 25 $163,441


$140,625 + $600,660 +$88,054 + $163,441

$992,780



Status : Original


Original Current

BLOOMINGTON Municipality BLOOMINGTON





TH 169(SO JCT) TOBLOOMINGTON FERRY ROAD

Termini TH 169(SO JCT) TOBLOOMINGTON FERRY ROAD










MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SLONLY BUILT TO 56'

Comments MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SLONLY BUILT TO 56'


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.7 * 5533001.4 / 60 * 25 *1.15

$1,855,861


0.7 * 4488 * 62.15 / 15 * 25 $325,417


0.7 * 1096732.96 / 60 * 25 $319,880


$105,469 + $1,855,861 +$325,417 + $319,880

$2,606,627



Status : Original


Original Current






BLOOMINGTON FERRY RD TOBEGIN CONCRETE SURFACE

Termini BLOOMINGTON FERRY RD TOBEGIN CONCRETE SURFACE










Comments


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

854258B USDOT Number 854258B

9.03 Located at Milepoint 9.03

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1989 Last Year Protection Upgraded 1989

118 Crossing Length 118

0 Last Year Surfaced 0

100% Percentage of Cost 100%

Comments



Computation Result


7 * 56250 / 40 * 25 $246,094


1.34 * 5533001.4 / 60 * 25 *1.15

$3,552,648


1.34 * 4488 * 62.15 / 15 * 25 $622,942


1.34 * 1096732.96 / 60 * 25 $612,343

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

118 * 1350 / 25 * 25 $159,300

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

$246,094 + $3,552,648 +$622,942 + $612,343 +$275,000 + $159,300

$5,468,327



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



BEGIN CONCRETE SURFACE TOOLD SHAKOPEE CIR

Termini BEGIN CONCRETE SURFACE TOOLD SHAKOPEE CIR










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 5533001.4 / 60 * 25 *1.15

$583,271


0.22 * 4488 * 62.15 / 15 * 25 $102,274


0.22 * 1096732.96 / 60 * 25 $100,534


$0 + $583,271 + $102,274+ $100,534

$786,079



Status : Original


Original Current






OLD SHAKOPEE CIR TO TOLEDOCURVE

Termini OLD SHAKOPEE CIR TO TOLEDOCURVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.19 * 5533001.4 / 60 * 25 *1.15

$503,734


0.19 * 4488 * 62.15 / 15 * 25 $88,328


0.19 * 1096732.96 / 60 * 25 $86,825


$70,313 + $503,734 +$88,328 + $86,825

$749,200



Status : Original


Original Current






TOLEDO CURVE TO 0.22 MI W OFCSAH 17

Termini TOLEDO CURVE TO 0.22 MI W OFCSAH 17










Comments


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

854457D USDOT Number 854457D

9.98 Located at Milepoint 9.98

0 Mainline Tracks 0

SIGNALS & GATES Protection Type SIGNALS & GATES

2004 Last Year Protection Upgraded 2004

232 Crossing Length 232

0 Last Year Surfaced 0

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.73 * 5533001.4 / 60 * 25 *1.15

$1,935,398


0.73 * 4488 * 62.15 / 15 * 25 $339,364


0.73 * 1096732.96 / 60 * 25 $333,590

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

232 * 1350 / 25 * 25 $313,200

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

$0 + $1,935,398 + $339,364+ $333,590 + $325,000 +$313,200

$3,246,552



Status : Original


Original Current






0.22 MI W OF CSAH 17 TO 0.13 MIE OF CSAH 17

Termini 0.22 MI W OF CSAH 17 TO 0.13 MIE OF CSAH 17











Comments MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.35 * 5533001.4 / 60 * 25 *1.15

$927,930


0.35 * 4488 * 62.15 / 15 * 25 $162,709


0.35 * 1096732.96 / 60 * 25 $159,940


$70,313 + $927,930 +$162,709 + $159,940

$1,320,892



Status : Original


Original Current






0.13 MI E OF CSAH 17 TO THOMASAVE

Termini 0.13 MI E OF CSAH 17 TO THOMASAVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 5533001.4 / 60 * 25 *1.15

$1,776,324


0.67 * 4488 * 62.15 / 15 * 25 $311,471


0.67 * 1096732.96 / 60 * 25 $306,171


$0 + $1,776,324 + $311,471+ $306,171

$2,393,966



Status : Original


Original Current






THOMAS AVE TO END BIT/CONCBEG BIT(.11 MI WEST OF CSAH 32

Termini THOMAS AVE TO END BIT/CONCBEG BIT(.11 MI WEST OF CSAH 32










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 5533001.4 / 60 * 25 *1.15

$795,369


0.3 * 4488 * 62.15 / 15 * 25 $139,465


0.3 * 1096732.96 / 60 * 25 $137,092


$0 + $795,369 + $139,465+ $137,092

$1,071,926



Status : Original


Original Current






END BIT/CONC BEG BIT TO BEGBIT/CONC (.08 MI EAST CSAH 32

Termini END BIT/CONC BEG BIT TO BEGBIT/CONC (.08 MI EAST CSAH 32










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.19 * 5533001.4 / 60 * 25 *1.15

$503,734


0.19 * 4488 * 62.15 / 15 * 25 $88,328


0.19 * 1096732.96 / 60 * 25 $86,825


$70,313 + $503,734 +$88,328 + $86,825

$749,200



Status : Original


Original Current






BEG BIT/CONC SURF(.08 MILESEAST OF CSAH 32) TO HUMBOLTAVE

Termini BEG BIT/CONC SURF(.08 MILESEAST OF CSAH 32) TO HUMBOLTAVE










Comments


Segment Override

Culvert Information Status: Original

Original Current


11.78 Milepoint 11.78


NINE MILE CREEK Feature Crossed NINE MILE CREEK

Type of Service

2 Number of Barrels 2

10 Culvert Width 10

10 Culvert Height 10

119 Culvert Length 119

199.99972034 Area of Waterway Opening 199.99972034


Comments

1 Culvert Group Code 1



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 5450218.74 / 60 * 25 *1.15

$1,305,782


0.5 * 3696 * 62.15 / 15 * 25 $191,422


0.5 * 1705469.21 / 60 * 25 $355,306

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

119 * 199.99972034 * 15.47/ 100 * 25 * 1.15

$105,853

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

$70,313 + $1,305,782 +$191,422 + $355,306 +$105,853

$2,028,676



Status : Original


Original Current



BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



HUMBOLDT AVE TO FAI 35W Termini HUMBOLDT AVE TO FAI 35W













Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.46 * 5533001.4 / 60 * 25 *1.15

$1,219,566


0.46 * 4488 * 62.15 / 15 * 25 $213,846


0.46 * 1096732.96 / 60 * 25 $210,207


$210,938 + $1,219,566 +$213,846 + $210,207

$1,854,557



Status : Original


Original Current






FAI 35W TO ALDRICH AVE Termini FAI 35W TO ALDRICH AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.08 * 5533001.4 / 60 * 25 *1.15

$212,098


0.08 * 4488 * 62.15 / 15 * 25 $37,191


0.08 * 1096732.96 / 60 * 25 $36,558


$70,313 + $212,098 +$37,191 + $36,558

$356,160



Status : Original


Original Current






ALDRICH TO LYNDALE Termini ALDRICH TO LYNDALE










ONLY BUILT TO 78'. Comments ONLY BUILT TO 78'.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.06 * 5533001.4 / 60 * 25 *1.15

$159,074


0.06 * 4488 * 62.15 / 15 * 25 $27,893


0.06 * 1096732.96 / 60 * 25 $27,418


$35,156 + $159,074 +$27,893 + $27,418

$249,541



Status : Original


Original Current






LYNDALE TO GRAND Termini LYNDALE TO GRAND













Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.17 * 5533001.4 / 60 * 25 *1.15

$450,709


0.17 * 4488 * 62.15 / 15 * 25 $79,030


0.17 * 1096732.96 / 60 * 25 $77,685


$140,625 + $450,709 +$79,030 + $77,685

$748,049



Status : Original


Original Current






GRAND TO PLEASANT Termini GRAND TO PLEASANT










MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL - ONLYBUILT TO 72'.

Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL - ONLYBUILT TO 72'.


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.08 * 5533001.4 / 60 * 25 *1.15

$212,098


0.08 * 4488 * 62.15 / 15 * 25 $37,191


0.08 * 1096732.96 / 60 * 25 $36,558


$70,313 + $212,098 +$37,191 + $36,558

$356,160



Status : Original


Original Current






PLEASANT TO CSAH 52 Termini PLEASANT TO CSAH 52










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 5533001.4 / 60 * 25 *1.15

$662,807


0.25 * 4488 * 62.15 / 15 * 25 $116,221


0.25 * 1096732.96 / 60 * 25 $114,243


$70,313 + $662,807 +$116,221 + $114,243

$963,584



Status : Original


Original Current






CSAH 52 TO END BIT, BEGINCONCRETE SURFACE

Termini CSAH 52 TO END BIT, BEGINCONCRETE SURFACE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 5450218.74 / 60 * 25* 1.15

$574,544


0.22 * 3696 * 62.15 / 15 * 25 $84,226


0.22 * 1705469.21 / 60 * 25 $156,335


$35,156 + $574,544 +$84,226 + $156,335

$850,261



Status : Original


Original Current






BEGIN CONCRETE SURFACE TOCSAH 35

Termini BEGIN CONCRETE SURFACE TOCSAH 35










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.28 * 5450218.74 / 60 * 25* 1.15

$731,238


0.28 * 3696 * 62.15 / 15 * 25 $107,196


0.28 * 1705469.21 / 60 * 25 $198,971


$35,156 + $731,238 +$107,196 + $198,971

$1,072,561



Status : Original


Original Current






CSAH 35 TO CEDAR AVE Termini CSAH 35 TO CEDAR AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.33 * 5450218.74 / 60 * 25* 1.15

$3,473,379


1.33 * 3696 * 62.15 / 15 * 25 $509,183


1.33 * 1705469.21 / 60 * 25 $945,114


$70,313 + $3,473,379 +$509,183 + $945,114

$4,997,989



Status : Original


Original Current






CEDAR AVE TO MEADOWVIEW RD Termini CEDAR AVE TO MEADOWVIEW RD










NOT ELIGIBLE FOR COMPLETENEEDS.

Comments NOT ELIGIBLE FOR COMPLETENEEDS.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.08 * 5450218.74 / 60 * 25* 1.15

$208,925


0.08 * 3696 * 62.15 / 15 * 25 $30,628


0.08 * 1705469.21 / 60 * 25 $56,849


$35,156 + $208,925 +$30,628 + $56,849

$331,558



Status : Original


Original Current






MEADOWVIEW RD TO TH 77 Termini MEADOWVIEW RD TO TH 77










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 5450218.74 / 60 * 25* 1.15

$548,428


0.21 * 3696 * 62.15 / 15 * 25 $80,397


0.21 * 1705469.21 / 60 * 25 $149,229


$0 + $548,428 + $80,397 +$149,229

$778,054



Status : Original


Original Current






TH 77 TO 88TH ST Termini TH 77 TO 88TH ST










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.34 * 5450218.74 / 60 * 25* 1.15

$887,931


0.34 * 3696 * 62.15 / 15 * 25 $130,167


0.34 * 1705469.21 / 60 * 25 $241,608


$70,313 + $887,931 +$130,167 + $241,608

$1,330,019



Status : Original


Original Current






88TH ST TO KILLEBREW DR/OLDSHAKOPEE RD

Termini 88TH ST TO KILLEBREW DR/OLDSHAKOPEE RD










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.59 * 2662390.12 / 60 * 25* 1.15

$752,680


0.59 * 2904 * 62.15 / 15 * 25 $177,476


0.59 * 438088.14 / 60 * 25 $107,697


$175,781 + $752,680 +$177,476 + $107,697

$1,213,634



Status : Original


Original Current






KILLEBREW DR/OSR TO 82ND ST Termini KILLEBREW DR/OSR TO 82ND ST













Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.22 * 5450218.74 / 60 * 25* 1.15

$574,544


0.22 * 3696 * 62.15 / 15 * 25 $84,226


0.22 * 1705469.21 / 60 * 25 $156,335


$140,625 + $574,544 +$84,226 + $156,335

$955,730



Status : Original


Original Current






82ND ST TO 79TH ST Termini 82ND ST TO 79TH ST













Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.34 * 5533001.4 / 60 * 25 *1.15

$901,418


0.34 * 4488 * 62.15 / 15 * 25 $158,060


0.34 * 1096732.96 / 60 * 25 $155,371


$210,938 + $901,418 +$158,060 + $155,371

$1,425,787



Status : Original


Original Current






79TH ST TO FAI 494 Termini 79TH ST TO FAI 494













Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.15 * 5533001.4 / 60 * 25 *1.15

$397,684


0.15 * 4488 * 62.15 / 15 * 25 $69,732


0.15 * 1096732.96 / 60 * 25 $68,546


$175,781 + $397,684 +$69,732 + $68,546

$711,743



Status : Original


Original Current

MINNEAPOLIS Municipality MINNEAPOLIS





I-394 TO MOUNTAINVIEW AVE Termini I-394 TO MOUNTAINVIEW AVE










2014 - MOD SIGNAL LEG COUNT Comments 2014 - MOD SIGNAL LEG COUNT


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 5450218.74 / 60 * 25* 1.15

$313,388


0.12 * 3696 * 62.15 / 15 * 25 $45,941


0.12 * 1705469.21 / 60 * 25 $85,273


$35,156 + $313,388 +$45,941 + $85,273

$479,758



Status : Original


Original Current






MOUNTAINVIEW AVE TO CSAH 40(GLENWOOD AVE)

Termini MOUNTAINVIEW AVE TO CSAH 40(GLENWOOD AVE)












Segment Override

Bridge Information Status: Original

Original Current


0.49 Milepoint 0.49


BASSETT CRK; CP & BNSF Feature Crossed BASSETT CRK; CP & BNSF

Type of Service

Number of Spans

441.4 Bridge Length 441.4

58.3 Bridge Width 58.3


Comments

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



Computation Result


1 * 56250 / 40 * 25 $35,156


0.63 * 5450218.74 / 60 * 25* 1.15

$1,645,285


0.63 * 3696 * 62.15 / 15 * 25 $241,192


0.63 * 1705469.21 / 60 * 25 $447,686

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

441.4 * 58.3 * 138 / 80 * 25* 1.15

$1,276,227

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

$35,156 + $1,645,285 +$241,192 + $447,686 +$1,276,227

$3,645,546



Status : Original


Original Current






CSAH 40 TO TH 55 Termini CSAH 40 TO TH 55










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 2662390.12 / 60 * 25* 1.15

$318,932


0.25 * 2904 * 62.15 / 15 * 25 $75,202


0.25 * 438088.14 / 60 * 25 $45,634


$70,313 + $318,932 +$75,202 + $45,634

$510,081



Status : Original


Original Current






TH 55 TO CSAH 66 Termini TH 55 TO CSAH 66












Segment Override



Computation Result


14 * 56250 / 40 * 25 $492,188


0.99 * 5450218.74 / 60 * 25* 1.15

$2,585,448


0.99 * 3696 * 62.15 / 15 * 25 $379,016


0.99 * 1705469.21 / 60 * 25 $703,506


$492,188 + $2,585,448 +$379,016 + $703,506

$4,160,158



Status : Original


Original Current






CSAH 66 TO CSAH 81 Termini CSAH 66 TO CSAH 81










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.36 * 5450218.74 / 60 * 25* 1.15

$940,163


0.36 * 3696 * 62.15 / 15 * 25 $137,824


0.36 * 1705469.21 / 60 * 25 $255,820


$70,313 + $940,163 +$137,824 + $255,820

$1,404,120



Status : Original


Original Current






CSAH 81 TO DOWLING AVE Termini CSAH 81 TO DOWLING AVE










Comments


Segment Override



Computation Result


8 * 56250 / 40 * 25 $281,250


1.4 * 5450218.74 / 60 * 25 *1.15

$3,656,188


1.4 * 3696 * 62.15 / 15 * 25 $535,982


1.4 * 1705469.21 / 60 * 25 $994,857


$281,250 + $3,656,188 +$535,982 + $994,857

$5,468,277



Status : Original


Original Current






DOWLING AVE TO CSAH 152 Termini DOWLING AVE TO CSAH 152










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.78 * 2662390.12 / 60 * 25* 1.15

$995,068


0.78 * 2904 * 62.15 / 15 * 25 $234,629


0.78 * 438088.14 / 60 * 25 $142,379


$140,625 + $995,068 +$234,629 + $142,379

$1,512,701



Status : Original


Original Current

MINNETONKA Municipality MINNETONKA





CSAH 101 TO 1.32 MI EAST Termini CSAH 101 TO 1.32 MI EAST










2015 SAP 027-603-057 RECONSTTIED TO 027-701-019

Comments 2015 SAP 027-603-057 RECONSTTIED TO 027-701-019


Segment Override


Original Current


0.16 Milepoint 0.16


PED WALK Feature Crossed PED WALK

OTHER Type of Service OTHER


8 Culvert Width 8

8 Culvert Height 8


64 Area of Waterway Opening 64


2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP



Original Current


0.17 Milepoint 0.17


PURGATORY CREEK Feature Crossed PURGATORY CREEK

Type of Service


10 Culvert Width 10

7 Culvert Height 7


51.00043459 Area of Waterway Opening 51.00043459


Comments




Computation Result


3 * 56250 / 40 * 25 $105,469


1.32 * 2290971.06 / 60 * 25* 1.1

$1,386,037


1.32 * 3564 * 62.15 / 20 * 25 $365,479


1.32 * 384815.72 / 60 * 25 $211,649


85 * 64 * 15.47 / 100 * 25 *1.15

$24,195


180 * 51.00043459 * 15.47 /100 * 25 * 1.15

$40,830

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

$105,469 + $1,386,037 +$365,479 + $211,649 +$24,195 + $40,830

$2,133,659



Status : Original


Original Current






1.32 MI E OF TH 101 TO GLEN OAKLANE-L

Termini 1.32 MI E OF TH 101 TO GLEN OAKLANE-L










COMBINED VALUES WITHSEGMENT 603-030 FOR LENGTHAND CURB & GUTTER. PRO-RATED GRADING COST/MILE

Comments COMBINED VALUES WITHSEGMENT 603-030 FOR LENGTHAND CURB & GUTTER. PRO-RATED GRADING COST/MILE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2290971.06 / 60 * 25 *1.1

$630,017


0.6 * 3564 * 62.15 / 20 * 25 $166,127


0.6 * 384815.72 / 60 * 25 $96,204


$0 + $630,017 + $166,127+ $96,204

$892,348



Status : Original


Original Current






GLEN OAK LANE LEFT TO CSAH 4 Termini GLEN OAK LANE LEFT TO CSAH 4










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.19 * 2662390.12 / 60 * 25* 1.15

$242,388


0.19 * 2904 * 62.15 / 15 * 25 $57,153


0.19 * 438088.14 / 60 * 25 $34,682


$105,469 + $242,388 +$57,153 + $34,682

$439,692



Status : Original


Original Current






CSAH 4 TO GLENVIEW DRIVE - L Termini CSAH 4 TO GLENVIEW DRIVE - L










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.35 * 5450218.74 / 60 * 25* 1.15

$914,047


0.35 * 3696 * 62.15 / 15 * 25 $133,995


0.35 * 1705469.21 / 60 * 25 $248,714


$35,156 + $914,047 +$133,995 + $248,714

$1,331,912



Status : Original


Original Current






GLENVIEW DRIVE - L TO 0.11 MI WOF CSAH 60

Termini GLENVIEW DRIVE - L TO 0.11 MI WOF CSAH 60










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 2290971.06 / 60 * 25 *1.1

$735,020


0.7 * 3564 * 62.15 / 20 * 25 $193,815


0.7 * 384815.72 / 60 * 25 $112,238


$0 + $735,020 + $193,815+ $112,238

$1,041,073



Status : Original


Original Current






0.11 MI W TO 0.14 MI E OF CSAH60

Termini 0.11 MI W TO 0.14 MI E OF CSAH60







Latest Year SA funds






Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 5450218.74 / 60 * 25* 1.15

$652,891


0.25 * 3696 * 62.15 / 15 * 25 $95,711


0.25 * 1705469.21 / 60 * 25 $177,653


$70,313 + $652,891 +$95,711 + $177,653

$996,568



Status : Original


Original Current






0.14 MI E OF CSAH 60 TO BEGINB624 C & G

Termini 0.14 MI E OF CSAH 60 TO BEGINB624 C & G










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.91 * 2290971.06 / 60 * 25* 1.1

$955,526


0.91 * 3564 * 62.15 / 20 * 25 $251,959


0.91 * 384815.72 / 60 * 25 $145,909


$0 + $955,526 + $251,959+ $145,909

$1,353,394



Status : Original


Original Current






BEGIN B624 C & G TO CSAH 61 Termini BEGIN B624 C & G TO CSAH 61







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

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