saneeds - msas - segment report roadway segment status : … · city name : golden valley segment...

SANEEDS - MSAS - Segment Report

Roadway SegmentInformation

Status : Original

City Name : GOLDEN VALLEY Segment Nbr : 128-331-010

Original Current

WINNETKA AVENUE Street Name WINNETKA AVENUE

I-394 TO WESTERN AVENUE Termini I-394 TO WESTERN AVENUE

0.45 Length 0.45

Improved Existing Roadway Type Improved

Undivided Existing Lane Description Undivided

0 Existing Number of Signal Legs 0

9000 Present AADT 9000

6 ( 9000 - 13999 ) Traffic Group Code 6 ( 9000 - 13999 )

2017 Year of AADT Count 2017

N Common Boundary Designation N

N Turnback Mileage N

N Outside City Limit N

2003 Year of Latest SA Fund 2003

STREET RECONSTRUCTED IN2003/2004 SAP 138-331-05

REMOVED SIDEWALK NEEDS ANDCHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE. SL3/27/07

Comments STREET RECONSTRUCTED IN2003/2004 SAP 138-331-05


Segment Override

Segment CostInformation

Cost Factor Unit Cost ComputationFormula or Rule

Equation Result

Gravel MSAS Gravel CostGroup 6

Length * Quantity *UnitCost

0.45 * 31460 * 14.18 $200,746

Bituminous MSAS BituminousCost Group 6


0.45 * 8287 * 65 $242,395

Excavation MSAS ExcavationCost Group 6


0.45 * 37918 * 9.36 $159,711

Storm Sewer MSAS Storm SewerCost Group 6

Length * UnitCost 0.45 * 205600 $92,520

Sidewalk MSAS Sidewalk CostGroup 6

Length * UnitCost *FeetPerMile *SidewalkWidth

0.45 * 5.66 * 5280 *10

$134,482

Street Lighting MSAS StreetLighting Cost Group6

Length * UnitCost 0.45 * 100000 $45,000

Curb and Gutter MSAS Curb AndGutter Cost Group 6

Length * UnitCost *FeetPerMile *NumberOfCurbs

0.45 * 16.36 * 5280 *2

$77,743

Signal Leg MSAS TrafficSignals Cost Group6

NumOfSignals *UnitCost / 4

0 * 207700 / 4 $0

Engineering Cost Percent of costs 952597 * 0.220 $209,571

Total $1,162,168



Status : Original


Original Current


WESTERN AVENUE TO HAROLDAVENUE

Termini WESTERN AVENUE TO HAROLDAVENUE

0.25 Length 0.25











STREET RECONSTRUCTED IN2003/2004 SAP 138-331-05


Comments STREET RECONSTRUCTED IN2003/2004 SAP 138-331-05


Segment Override



Equation Result



0.25 * 31460 * 14.18 $111,526



0.25 * 8287 * 65 $134,664



0.25 * 37918 * 9.36 $88,728


Length * UnitCost 0.25 * 205600 $51,400



0.25 * 5.66 * 5280 *10

$74,712


Length * UnitCost 0.25 * 100000 $25,000



0.25 * 16.36 * 5280 *2

$43,190



0 * 207700 / 4 $0


Total $645,648



Status : Revised


Original Current


HAROLD AVE TO TH 55 Termini HAROLD AVE TO TH 55

0.12 Length 0.12


Divided Existing Lane Description Divided









REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07

RECONSTRUCTED IN 2003/2004SAP 138-331-05

2015 SAP 128-331-006 TIED TOSAP 128-020-015 SIGNALSRECONST DHK

Comments RECONSTRUCTED IN 2003/2004SAP 138-331-05

2015 SAP 128-331-006 TIED TOSAP 128-020-015 SIGNALSRECONST DHK

Segment Override



Equation Result



0.12 * 31460 * 14.18 $53,532



0.12 * 8287 * 65 $64,639



0.12 * 37918 * 9.36 $42,589


Length * UnitCost 0.12 * 205600 $24,672



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *4

$41,463



1 * 207700 / 4 $51,925


Total $398,552



Status : Original


Original Current

XENIA AVENUE Street Name XENIA AVENUE

T.H. 394 TO GOLDEN HILLS DR Termini T.H. 394 TO GOLDEN HILLS DR

0.13 Length 0.13











Comments

Segment Override



Equation Result



0.13 * 38049 * 14.18 $70,140



0.13 * 11535 * 65 $97,471



0.13 * 45838 * 9.36 $55,776


Length * UnitCost 0.13 * 218000 $28,340



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *4

$44,918



2 * 207700 / 4 $103,850


Total $551,861



Status : Original


Original Current


GOLDEN HILLS DRIVE TO LAURELAVE

Termini GOLDEN HILLS DRIVE TO LAURELAVE

0.12 Length 0.12











Comments

Segment Override



Equation Result



0.12 * 27907 * 14.18 $47,487



0.12 * 5834 * 65 $45,505



0.12 * 32795 * 9.36 $36,835


Length * UnitCost 0.12 * 196400 $23,568



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *4

$41,463



2 * 207700 / 4 $103,850


Total $422,815



Status : Original


Original Current


LAUREL AVE TO GLENWOOD AVE Termini LAUREL AVE TO GLENWOOD AVE

0.25 Length 0.25











CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE. SL3/27/07

Comments CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE. SL3/27/07

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

854225N USDOT Number 854225N

0.11 Milepoint 0.11

Comments

All MSAS Railroads RailRoad Group All MSAS Railroads



Equation Result



0.25 * 31460 * 14.18 $111,526



0.25 * 8287 * 65 $134,664



0.25 * 37918 * 9.36 $88,728


Length * UnitCost 0.25 * 205600 $51,400



0.25 * 5.66 * 5280 *10

$74,712


Length * UnitCost 0.25 * 100000 $25,000



0.25 * 16.36 * 5280 *2

$43,190



2 * 207700 / 4 $103,850


Total $772,345



Status : Revised


Original Current


GLENWOOD AVE. TO 900 FT N OFGLENWOOD AVE.

Termini GLENWOOD AVE. TO NORTHLILAC DRIVE

0.17 Length 0.17










0 Year of Latest SA Fund

Comments

Segment Override



Equation Result



0.17 * 19628 * 14.18 $47,315



0.17 * 4773 * 65 $52,742



0.17 * 25188 * 9.36 $40,079


Length * UnitCost 0.17 * 184000 $31,280



0.17 * 5.66 * 5280 *10

$50,804


Length * UnitCost 0.17 * 100000 $17,000



0.17 * 16.36 * 5280 *2

$29,369



1 * 207700 / 4 $51,925


Total $391,027



Status : Revised


Original Current

TURNERS CROSSROAD Street Name TURNERS CROSSROAD

755' N OF GLENWOOD AVE TOWOODSTOCK AVE

Termini NORTH LILAC DRIVE TOWOODSTOCK AVE

0.16 Length 0.16











Comments

Segment Override



Equation Result



0.16 * 10176 * 14.18 $23,087



0.16 * 3978 * 65 $41,371



0.16 * 17698 * 9.36 $26,505


Length * UnitCost 0.16 * 174800 $27,968



0.16 * 5.66 * 5280 *10

$47,816


Length * UnitCost 0.16 * 100000 $16,000



0.16 * 16.36 * 5280 *2

$27,642



0 * 207700 / 4 $0


Total $256,675



Status : Original


Original Current

TURNERS CROSSROAD Street Name TURNERS CROSSROAD

WOODSTOCK AVE TO VALLEYWOOD CIRCLE

Termini WOODSTOCK AVE TO VALLEYWOOD CIRCLE

0.22 Length 0.22











Comments

Segment Override



Equation Result



0.22 * 10176 * 14.18 $31,745



0.22 * 3978 * 65 $56,885



0.22 * 17698 * 9.36 $36,444


Length * UnitCost 0.22 * 174800 $38,456



0.22 * 5.66 * 5280 *10

$65,747


Length * UnitCost 0.22 * 100000 $22,000



0.22 * 16.36 * 5280 *2

$38,008



0 * 207700 / 4 $0


Total $352,928



Status : Original


Original Current

SOUTH FRONTAGE ROAD TH55 Street Name SOUTH FRONTAGE ROAD TH55

VALLEY WOOD CIRCLE TODOUGLAS DRIVE

Termini VALLEY WOOD CIRCLE TODOUGLAS DRIVE

0.36 Length 0.36











Comments

Segment Override

Bridge Information Status: Original

Original Current

27661 Structure Number 27661

0.14 Milepoint 0.14

SOO LINE RR Feature Crossed SOO LINE RR

163 Structure Length 163

1985 Year Built 1985

Comments

BRIDGE Bridge Type BRIDGE

3 ( 500 - 1999 ) Bridge Group 3 ( 500 - 1999 )



Equation Result



0.36 * 10176 * 14.18 $51,946



0.36 * 3978 * 65 $93,085



0.36 * 17698 * 9.36 $59,635


Length * UnitCost 0.36 * 174800 $62,928



0.36 * 5.66 * 5280 *10

$107,585


Length * UnitCost 0.36 * 100000 $36,000



0.36 * 16.36 * 5280 *2

$62,194



0 * 207700 / 4 $0

Bridge MSAS Bridge TGCGroup 3

BridgeLength *NeedsWidth *UnitCost

163 * 34 * 95.2 $527,598


Total $1,221,185



Status : Original


Original Current

NOBLE AVENUE Street Name NOBLE AVENUE

GOLDEN VALLEY RD TO BASSETTCREEK DR

Termini GOLDEN VALLEY RD TO BASSETTCREEK DR

0.28 Length 0.28











Comments

Segment Override

Culvert Information Status: Original

Original Current


0.27 Milepoint 0.27

BASSET CREEK Feature Crossed BASSET CREEK

1 Barrels 1

11.167 Culvert Height 11.167

30 Culvert Width 30


Comments

4 ( 2000 - 4999 ) Culvert Group Code 4 ( 2000 - 4999 )



Equation Result



0.28 * 19628 * 14.18 $77,931



0.28 * 4773 * 65 $86,869



0.28 * 25188 * 9.36 $66,013


Length * UnitCost 0.28 * 184000 $51,520



0.28 * 5.66 * 5280 *10

$83,677


Length * UnitCost 0.28 * 100000 $28,000



0.28 * 16.36 * 5280 *2

$48,373



1 * 207700 / 4 $51,925

Culvert MSAS Culvert TGCGroup 4

CulvertWidth *NeedsWidth *UnitCost *NumOfBarrels

30 * 40 * 95.2 * 1 $114,240


Total $742,429



Status : Original


Original Current


BASSETT CR DR TO DAWNVIEWTER

Termini BASSETT CR DR TO DAWNVIEWTER

0.31 Length 0.31











Comments

Segment Override



Equation Result



0.31 * 19628 * 14.18 $86,281



0.31 * 4773 * 65 $96,176



0.31 * 25188 * 9.36 $73,086


Length * UnitCost 0.31 * 184000 $57,040



0.31 * 5.66 * 5280 *10

$92,643


Length * UnitCost 0.31 * 100000 $31,000



0.31 * 16.36 * 5280 *2

$53,556



0 * 207700 / 4 $0


Total $597,534



Status : Original


Original Current


DAWNVIEW TER TO CULVER RD Termini DAWNVIEW TER TO CULVER RD

0.06 Length 0.06











Comments

Segment Override



Equation Result



0.06 * 19628 * 14.18 $16,700



0.06 * 4773 * 65 $18,615



0.06 * 25188 * 9.36 $14,146


Length * UnitCost 0.06 * 184000 $11,040



0.06 * 5.66 * 5280 *10

$17,931


Length * UnitCost 0.06 * 100000 $6,000



0.06 * 16.36 * 5280 *2

$10,366



0 * 207700 / 4 $0


Total $115,654



Status : Original


Original Current


CULVER ROAD TO 34TH AVENUE Termini CULVER ROAD TO 34TH AVENUE

0.5 Length 0.5










Year of Latest SA Fund

SEGMENT WAS RECONSTRUCTEDIN 2005 USING 100% LOCALFUNDS BECAUSE CITY'S STATEAID ACCOUNT DIDN'T HAVEENOUGH FUNDS, THE ROADWAYHAD EXTENSIVE DEFICIENCIESAND TO BENEFIT FROM LOWERCOST DUE TO RECONSTRUCTIONOF ADJACENT LOCAL STREETS

REMOVED MISC NEEDS--SEGMENT IS ADEQUATE 4/7/06 SL

Comments SEGMENT WAS RECONSTRUCTEDIN 2005 USING 100% LOCALFUNDS BECAUSE CITY'S STATEAID ACCOUNT DIDN'T HAVEENOUGH FUNDS, THE ROADWAYHAD EXTENSIVE DEFICIENCIESAND TO BENEFIT FROM LOWERCOST DUE TO RECONSTRUCTIONOF ADJACENT LOCAL STREETS

REMOVED MISC NEEDS--SEGMENT IS ADEQUATE 4/7/06 SL

Segment Override



Equation Result



0.5 * 19628 * 14.18 $139,163



0.5 * 4773 * 65 $155,123



0.5 * 25188 * 9.36 $117,880


Length * UnitCost 0.5 * 184000 $92,000



0.5 * 5.66 * 5280 * 10 $149,424


Length * UnitCost 0.5 * 100000 $50,000



0.5 * 16.36 * 5280 * 2 $86,381



0 * 207700 / 4 $0


Total $963,765



Status : Revised


Original Current

PLYMOUTH AVENUE Street Name PLYMOUTH AVENUE

TH 169 (MENDELSSOHN AVE) TOGETTYSBURG AVE

Termini TH 169 (MENDELSSOHN AVE) TOGETTYSBURG AVE

0.18 Length 0.18











REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADQUATE. SL3/27/07

REVISED CURB AND GUTTER ANDSIDEWALK CONSTRUCTION FORFUTURE NEEDS. MWR 2/17/11

Comments

Segment Override



Equation Result



0.18 * 27907 * 14.18 $71,230



0.18 * 5834 * 65 $68,258



0.18 * 32795 * 9.36 $55,253


Length * UnitCost 0.18 * 196400 $35,352



0.18 * 5.66 * 5280 *10

$53,793


Length * UnitCost 0.18 * 100000 $18,000



0.18 * 16.36 * 5280 *2

$31,097



1 * 207700 / 4 $51,925


Total $469,588



Status : Revised


Original Current


GETTYSBURG AVE TO ORKLADRIVE

Termini GETTYSBURG AVE TO ORKLADRIVE

0.66 Length 0.66












REVISED STORM TO PARTIAL.REVISED CURB AND GUTTER ANDSIDEWALK CONSTRUCTION FORFUTURE NEEDS. MWR 2/17/11

Comments REVISED STORM TO PARTIAL.MWR 2/17/11

Segment Override



Equation Result



0.66 * 27907 * 14.18 $261,176



0.66 * 5834 * 65 $250,279



0.66 * 32795 * 9.36 $202,594


Length * UnitCost 0.66 * 196400 $129,624



0.66 * 5.66 * 5280 *10

$197,240


Length * UnitCost 0.66 * 100000 $66,000



0.66 * 16.36 * 5280 *2

$114,023



0 * 207700 / 4 $0


Total $1,489,542



Status : Revised


Original Current


ORKLA AVE TO WINNETKA AVE Termini ORKLA AVE TO WINNETKA AVE

0.18 Length 0.18











REMOVED SIDEWALK ANDGRUBBING NEEDS AS THISSEGMENT IS ADEQUATE. 3/27/07SL

REVISED TRAFFIC SIGNAL.REVISED STORM TO PARTIAL.REVISED CURB AND GUTTER ANDSIDEWALK CONSTRUCTION FORFUTURE NEEDS. MWR 2/17/11

Comments REVISED TRAFFIC SIGNAL.REVISED STORM TO PARTIAL.MWR 2/17/11

Segment Override



Equation Result



0.18 * 19628 * 14.18 $50,099



0.18 * 4773 * 65 $55,844



0.18 * 25188 * 9.36 $42,437


Length * UnitCost 0.18 * 184000 $33,120



0.18 * 5.66 * 5280 *10

$53,793


Length * UnitCost 0.18 * 100000 $18,000



0.18 * 16.36 * 5280 *2

$31,097



1 * 207700 / 4 $51,925


Total $410,304



Status : Original


Original Current

BETTY CROCKER DRIVE Street Name BETTY CROCKER DRIVE

TH 169 TO FLAG AVENUE Termini TH 169 TO FLAG AVENUE

0.17 Length 0.17











Comments

Segment Override



Equation Result



0.17 * 19628 * 14.18 $47,315



0.17 * 4773 * 65 $52,742



0.17 * 25188 * 9.36 $40,079


Length * UnitCost 0.17 * 184000 $31,280



0.17 * 5.66 * 5280 *10

$50,804


Length * UnitCost 0.17 * 100000 $17,000



0.17 * 16.36 * 5280 *2

$29,369



1 * 207700 / 4 $51,925


Total $391,027



Status : Original


Original Current

BETTY CROCKER DRIVE Street Name BETTY CROCKER DRIVE

FLAG AVE. TO GENERAL MILLSBLVD.

Termini FLAG AVE. TO GENERAL MILLSBLVD.

0.28 Length 0.28











Comments

Segment Override



Equation Result



0.28 * 19628 * 14.18 $77,931



0.28 * 4773 * 65 $86,869



0.28 * 25188 * 9.36 $66,013


Length * UnitCost 0.28 * 184000 $51,520



0.28 * 5.66 * 5280 *10

$83,677


Length * UnitCost 0.28 * 100000 $28,000



0.28 * 16.36 * 5280 *2

$48,373



1 * 207700 / 4 $51,925


Total $603,056



Status : Original


Original Current

LOUISIANA AVENUE Street Name LOUISIANA AVENUE

I394 TO MARKET STREET Termini I394 TO MARKET STREET

0.13 Length 0.13











Comments

Segment Override



Equation Result



0.13 * 38049 * 14.18 $70,140



0.13 * 11535 * 65 $97,471



0.13 * 45838 * 9.36 $55,776


Length * UnitCost 0.13 * 218000 $28,340



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *4

$44,918



2 * 207700 / 4 $103,850


Total $551,861



Status : Revised


Original Current

LOUISIANA AVENUE Street Name LOUISIANA AVENUE

MARKET STREET TO LAURELAVENUE

Termini MARKET STREET TO LAURELAVENUE

0.11 Length 0.11











REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL

Comments

Segment Override


Status: Original

Original Current


854238P USDOT Number 854238P

0.07 Milepoint 0.07

Comments




Equation Result



0.11 * 38049 * 14.18 $59,349



0.11 * 11535 * 65 $82,475



0.11 * 45838 * 9.36 $47,195


Length * UnitCost 0.11 * 218000 $23,980



0.11 * 5.66 * 5280 *10

$32,873


Length * UnitCost 0.11 * 100000 $11,000



0.11 * 16.36 * 5280 *2

$19,004



2 * 207700 / 4 $103,850


Total $463,266



Status : Original


Original Current

COUNTRY CLUB DRIVE Street Name COUNTRY CLUB DRIVE

CSAH 102 TO 690' E OFPENNSYLVANIA AV

Termini CSAH 102 TO 690' E OFPENNSYLVANIA AV

0.6 Length 0.6











RECONSTRUCTED UNDER PLAN #SAP 128-389-009

Comments RECONSTRUCTED UNDER PLAN #SAP 128-389-009

Segment Override



Equation Result



0.6 * 19628 * 14.18 $166,995



0.6 * 4773 * 65 $186,147



0.6 * 25188 * 9.36 $141,456


Length * UnitCost 0.6 * 184000 $110,400



0.6 * 5.66 * 5280 * 10 $179,309


Length * UnitCost 0.6 * 100000 $60,000



0.6 * 16.36 * 5280 * 2 $103,657



0 * 207700 / 4 $0


Total $1,156,516



Status : Original


Original Current

COUNTRY CLUB DRIVE Street Name COUNTRY CLUB DRIVE

690' E OF PENN AVE TO RHODEISLAND AVE

Termini 690' E OF PENN AVE TO RHODEISLAND AVE

0.25 Length 0.25












CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL


CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL

Segment Override



Equation Result



0.25 * 19628 * 14.18 $69,581



0.25 * 4773 * 65 $77,561



0.25 * 25188 * 9.36 $58,940


Length * UnitCost 0.25 * 184000 $46,000



0.25 * 5.66 * 5280 *10

$74,712


Length * UnitCost 0.25 * 100000 $25,000



0.25 * 16.36 * 5280 *2

$43,190



1 * 207700 / 4 $51,925


Total $545,229



Status : Original


Original Current

GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD

WINNETKA AVE TO WISCONSINAVE

Termini WINNETKA AVE TO WISCONSINAVE

0.3 Length 0.3











CHANGED PROPOSED ROADWAYWIDTH TO REMAIN WITHINDESIGN GUIDELINES. 3/27/07 SL

Comments CHANGED PROPOSED ROADWAYWIDTH TO REMAIN WITHINDESIGN GUIDELINES. 3/27/07 SL

Segment Override



Equation Result



0.3 * 27907 * 14.18 $118,716



0.3 * 5834 * 65 $113,763



0.3 * 32795 * 9.36 $92,088


Length * UnitCost 0.3 * 196400 $58,920



0.3 * 5.66 * 5280 * 10 $89,654


Length * UnitCost 0.3 * 100000 $30,000



0.3 * 16.36 * 5280 * 4 $103,657



1 * 207700 / 4 $51,925


Total $803,642



Status : Original


Original Current


WISCONSIN AVE TO BOONE AVE Termini WISCONSIN AVE TO BOONE AVE

0.26 Length 0.26











Comments

Segment Override


Original Current


0.18 Milepoint 0.18

BASSETT CREEK Feature Crossed BASSETT CREEK

2 Barrels 2

8 Culvert Height 8

20 Culvert Width 20


Comments




Equation Result



0.26 * 19628 * 14.18 $72,365



0.26 * 4773 * 65 $80,664



0.26 * 25188 * 9.36 $61,298


Length * UnitCost 0.26 * 184000 $47,840



0.26 * 5.66 * 5280 *10

$77,700


Length * UnitCost 0.26 * 100000 $26,000



0.26 * 16.36 * 5280 *2

$44,918



1 * 207700 / 4 $51,925



20 * 40 * 95.2 * 2 $152,320


Total $750,337



Status : Original


Original Current

7TH AVENUE NORTH Street Name 7TH AVENUE NORTH

BOONE AVE. N TO DECATUR AVE. Termini BOONE AVE. N TO DECATUR AVE.

0.12 Length 0.12











Comments

Segment Override



Equation Result



0.12 * 19628 * 14.18 $33,399



0.12 * 4773 * 65 $37,229



0.12 * 25188 * 9.36 $28,291


Length * UnitCost 0.12 * 184000 $22,080



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



1 * 207700 / 4 $51,925


Total $294,651



Status : Revised


Original Current


DECATUR AVE N TO E FR RD OFTH 169

Termini DECATUR AVE N TO E FR RD OFTH 169

0.38 Length 0.38












Comments

Segment Override



Equation Result



0.38 * 10176 * 14.18 $54,832



0.38 * 3978 * 65 $98,257



0.38 * 17698 * 9.36 $62,948


Length * UnitCost 0.38 * 174800 $66,424



0.38 * 5.66 * 5280 *10

$113,562


Length * UnitCost 0.38 * 100000 $38,000



0.38 * 16.36 * 5280 *2

$65,649



0 * 207700 / 4 $0


Total $609,600



Status : Original


Original Current

HAROLD AVENUE Street Name HAROLD AVENUE

WINNETKA AVENUE TOGLENWOOD AVENUE

Termini WINNETKA AVENUE TOGLENWOOD AVENUE

0.53 Length 0.53











Comments

Segment Override



Equation Result



0.53 * 10176 * 14.18 $76,477



0.53 * 3978 * 65 $137,042



0.53 * 17698 * 9.36 $87,796


Length * UnitCost 0.53 * 174800 $92,644



0.53 * 5.66 * 5280 *10

$158,389


Length * UnitCost 0.53 * 100000 $53,000



0.53 * 16.36 * 5280 *2

$91,564



0 * 207700 / 4 $0


Total $850,233



Status : Original


Original Current

MEADOW LANE Street Name MEADOW LANE

GLENWOOD AVENUE TO TH 55 Termini GLENWOOD AVENUE TO TH 55

0.5 Length 0.5













Segment Override



Equation Result



0.5 * 10176 * 14.18 $72,148



0.5 * 3978 * 65 $129,285



0.5 * 17698 * 9.36 $82,827


Length * UnitCost 0.5 * 174800 $87,400



0.5 * 5.66 * 5280 * 10 $149,424


Length * UnitCost 0.5 * 100000 $50,000



0.5 * 16.36 * 5280 * 2 $86,381



1 * 207700 / 4 $51,925


Total $865,456



Status : Original


Original Current

I-394 FRONTAGE ROAD Street Name I-394 FRONTAGE ROAD

MARKET STREET TO HAMPSHIREAVE

Termini MARKET STREET TO HAMPSHIREAVE

0.12 Length 0.12











I-394 FRONTAGE ROADTURNBACK 2013

Comments I-394 FRONTAGE ROADTURNBACK 2013

Segment Override



Equation Result



0.12 * 31460 * 14.18 $53,532



0.12 * 8287 * 65 $64,639



0.12 * 37918 * 9.36 $42,589


Length * UnitCost 0.12 * 205600 $24,672



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $309,911



Status : Original


Original Current


HAMPSHIRE AVE TO FLORIDAAVE

Termini HAMPSHIRE AVE TO FLORIDAAVE

0.1 Length 0.1











Comments

Segment Override



Equation Result



0.1 * 19628 * 14.18 $27,833



0.1 * 4773 * 65 $31,025



0.1 * 25188 * 9.36 $23,576


Length * UnitCost 0.1 * 184000 $18,400



0.1 * 5.66 * 5280 * 10 $29,885


Length * UnitCost 0.1 * 100000 $10,000



0.1 * 16.36 * 5280 * 2 $17,276



0 * 207700 / 4 $0


Total $192,754



Status : Original


Original Current


FLORIDA AVE TO N E FRONTAGERD

Termini FLORIDA AVE TO N E FRONTAGERD

0.09 Length 0.09











Comments

Segment Override



Equation Result



0.09 * 19628 * 14.18 $25,049



0.09 * 4773 * 65 $27,922



0.09 * 25188 * 9.36 $21,218


Length * UnitCost 0.09 * 184000 $16,560



0.09 * 5.66 * 5280 *10

$26,896


Length * UnitCost 0.09 * 100000 $9,000



0.09 * 16.36 * 5280 *2

$15,549



0 * 207700 / 4 $0


Total $173,477



Status : Original


Original Current


N E FRONTAGE RD TO 0.06 M E Termini N E FRONTAGE RD TO 0.06 M E

0.06 Length 0.06











Comments

Segment Override



Equation Result



0.06 * 19628 * 14.18 $16,700



0.06 * 4773 * 65 $18,615



0.06 * 25188 * 9.36 $14,146


Length * UnitCost 0.06 * 184000 $11,040



0.06 * 5.66 * 5280 *10

$17,931


Length * UnitCost 0.06 * 100000 $6,000



0.06 * 16.36 * 5280 *2

$10,366



0 * 207700 / 4 $0


Total $115,654



Status : Revised


Original Current

I-394 FRONTAGE RD Street Name I-394 FRONTAGE RD

0.06 M E OF N E F TO GOLDENHILLS DR

Termini 0.06 M E OF N E F TO GOLDENHILLS DR

0.06 Length 0.06











COMMON BOUNDARYDESIGNATION WAS REMOVEDAND LENGTH DOUBLED IN 2002


Comments COMMON BOUNDARYDESIGNATION WAS REMOVEDAND LENGTH DOUBLED IN 2002

Segment Override



Equation Result



0.06 * 19628 * 14.18 $16,700



0.06 * 4773 * 65 $18,615



0.06 * 25188 * 9.36 $14,146


Length * UnitCost 0.06 * 184000 $11,040



0.06 * 5.66 * 5280 *10

$17,931


Length * UnitCost 0.06 * 100000 $6,000



0.06 * 16.36 * 5280 *2

$10,366



0 * 207700 / 4 $0


Total $115,654



Status : Revised


Original Current

GOLDEN HILLS DRIVE Street Name GOLDEN HILLS DRIVE

I-394 FRONTAGE ROAD TOCOLORADO AVE

Termini I-394 FRONTAGE ROAD TOCOLORADO AVE

0.12 Length 0.12












Comments

Segment Override



Equation Result



0.12 * 19628 * 14.18 $33,399



0.12 * 4773 * 65 $37,229



0.12 * 25188 * 9.36 $28,291


Length * UnitCost 0.12 * 184000 $22,080



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $231,302



Status : Revised


Original Current

GOLDEN HILLS DRIVE Street Name GOLDEN HILLS DRIVE

COLORADO AVE TO XENIA Termini COLORADO AVE TO XENIA

0.33 Length 0.33












Comments

Segment Override


Status: Original

Original Current


696372P USDOT Number 696372P

0.19 Milepoint 0.19

Comments




Equation Result



0.33 * 27907 * 14.18 $130,588



0.33 * 5834 * 65 $125,139



0.33 * 32795 * 9.36 $101,297


Length * UnitCost 0.33 * 196400 $64,812



0.33 * 5.66 * 5280 *10

$98,620


Length * UnitCost 0.33 * 100000 $33,000



0.33 * 16.36 * 5280 *2

$57,011



1 * 207700 / 4 $51,925


Total $808,118



Status : Original


Original Current

ZENITH AVENUE Street Name ZENITH AVENUE

GLENWOOD PARKWAY TO 26THAVENUE NORTH

Termini GLENWOOD PARKWAY TO 26THAVENUE NORTH

0.35 Length 0.35











Comments

Segment Override



Equation Result



0.35 * 19628 * 14.18 $97,414



0.35 * 4773 * 65 $108,586



0.35 * 25188 * 9.36 $82,516


Length * UnitCost 0.35 * 184000 $64,400



0.35 * 5.66 * 5280 *10

$104,597


Length * UnitCost 0.35 * 100000 $35,000



0.35 * 16.36 * 5280 *4

$120,933



0 * 207700 / 4 $0


Total $748,404



Status : Original


Original Current

OLYMPIA STREET Street Name OLYMPIA STREET

CSAH 102 TO FLORIDA AVE Termini CSAH 102 TO FLORIDA AVE

0.12 Length 0.12











IN 2001 THE CITY NARROWED THEEXISTING TRAVELWAY TOACCOMODATE CONSTRUCTIONOF A 5' WIDE CONCRETE WALKWHILE MINIMIZING IMPACTS TOADJOINING LANDSCAPING. THEPRESENT TRAVELWAY CONSISTSOF 2 TRAFFIC LANES AND 1PARKING LANE. THE CITY DIDNOT SEEK STATE AID FUNDINGSINCE THE SEGMENT WOULDNOT MEET GEOMETRICSTANDARDS.

REMOVED SIDEWALK AND C+GNEEDS IN 2002 SINCE THEY WERECONSTUCTED AND ARE NOWADEQUATE DUE TO NEWCONSTRUCTION - MJC

Comments IN 2001 THE CITY NARROWED THEEXISTING TRAVELWAY TOACCOMODATE CONSTRUCTIONOF A 5' WIDE CONCRETE WALKWHILE MINIMIZING IMPACTS TOADJOINING LANDSCAPING. THEPRESENT TRAVELWAY CONSISTSOF 2 TRAFFIC LANES AND 1PARKING LANE. THE CITY DIDNOT SEEK STATE AID FUNDINGSINCE THE SEGMENT WOULDNOT MEET GEOMETRICSTANDARDS.


Segment Override



Equation Result



0.12 * 10176 * 14.18 $17,315



0.12 * 3978 * 65 $31,028



0.12 * 17698 * 9.36 $19,878


Length * UnitCost 0.12 * 174800 $20,976



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $192,504



Status : Revised


Original Current


FLORIDA AVE TO JERSEY AVE Termini FLORIDA AVE TO JERSEY AVE

0.25 Length 0.25














Segment Override



Equation Result



0.25 * 10176 * 14.18 $36,074



0.25 * 3978 * 65 $64,643



0.25 * 17698 * 9.36 $41,413


Length * UnitCost 0.25 * 174800 $43,700



0.25 * 5.66 * 5280 *10

$74,712


Length * UnitCost 0.25 * 100000 $25,000



0.25 * 16.36 * 5280 *2

$43,190



0 * 207700 / 4 $0


Total $401,053



Status : Revised


Original Current


JERSEY AVE TO LOUISIANA AVE Termini JERSEY AVE TO LOUISIANA AVE

0.12 Length 0.12














Segment Override



Equation Result



0.12 * 10176 * 14.18 $17,315



0.12 * 3978 * 65 $31,028



0.12 * 17698 * 9.36 $19,878


Length * UnitCost 0.12 * 174800 $20,976



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $192,504



Status : Original


Original Current


LOUISIANA AVE TOPENNSYLVANIA AVE

Termini LOUISIANA AVE TOPENNSYLVANIA AVE

0.26 Length 0.26











OVERLAYED IN 2001 USINGLOCAL FUNDS

Comments OVERLAYED IN 2001 USINGLOCAL FUNDS

Segment Override



Equation Result



0.26 * 10176 * 14.18 $37,517



0.26 * 3978 * 65 $67,228



0.26 * 17698 * 9.36 $43,070


Length * UnitCost 0.26 * 174800 $45,448



0.26 * 5.66 * 5280 *10

$77,700


Length * UnitCost 0.26 * 100000 $26,000



0.26 * 16.36 * 5280 *2

$44,918



0 * 207700 / 4 $0


Total $417,095



Status : Revised


Original Current


PENNSYLVANIA AVENUE TOWINNETKA AVENUE

Termini PENNSYLVANIA AVENUE TOWINNETKA AVENUE

0.25 Length 0.25











REMOVED SIDEWALK NEEDS &CHANGED PROPOSED ROADWAYWIDTH TO MATCH EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/27/07

Comments CHANGED PROPOSED ROADWAYWIDTH TO MATCH EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/27/07

Segment Override



Equation Result



0.25 * 10176 * 14.18 $36,074



0.25 * 3978 * 65 $64,643



0.25 * 17698 * 9.36 $41,413


Length * UnitCost 0.25 * 174800 $43,700



0.25 * 5.66 * 5280 *10

$74,712


Length * UnitCost 0.25 * 100000 $25,000



0.25 * 16.36 * 5280 *2

$43,190



1 * 207700 / 4 $51,925


Total $464,402



Status : Original


Original Current

LAUREL AVENUE Street Name LAUREL AVENUE

XENIA AVENUE SO. TO MN & SRAILROAD

Termini XENIA AVENUE SO. TO MN & SRAILROAD

0.13 Length 0.13











Comments

Segment Override


Status: Original

Original Current


908832E USDOT Number 908832E

0.13 Milepoint 0.13

Comments




Equation Result



0.13 * 19628 * 14.18 $36,182



0.13 * 4773 * 65 $40,332



0.13 * 25188 * 9.36 $30,649


Length * UnitCost 0.13 * 184000 $23,920



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *2

$22,459



1 * 207700 / 4 $51,925


Total $313,927



Status : Original


Original Current


M N & S RR TO COLORADO AVESOUTH

Termini M N & S RR TO COLORADO AVESOUTH

0.2 Length 0.2











THIS SECTION WAS OVERLAYEDIN 2001 USING LOCAL FUNDS

Comments THIS SECTION WAS OVERLAYEDIN 2001 USING LOCAL FUNDS

Segment Override


Status: Original

Original Current


696296Y USDOT Number 696296Y

0.06 Milepoint 0.06

Comments




Equation Result



0.2 * 19628 * 14.18 $55,665



0.2 * 4773 * 65 $62,049



0.2 * 25188 * 9.36 $47,152


Length * UnitCost 0.2 * 184000 $36,800



0.2 * 5.66 * 5280 * 10 $59,770


Length * UnitCost 0.2 * 100000 $20,000



0.2 * 16.36 * 5280 * 2 $34,552



0 * 207700 / 4 $0


Total $385,505



Status : Revised


Original Current


COLORADO AVE S TO FLORIDAAVE S

Termini COLORADO AVE S TO FLORIDAAVE S

0.18 Length 0.18











THE WEST 1/2 OF THIS SEGMENTWAS RECONSTRUCTED USINGENCAPSULATED POLYSTYRENEBLOCKS TO CORRECT PEATSUBGRADE SOILS. THE EAST 1/2WAS OVERLAYED. THECONSTRUCTION WASCOMPLETED IN 2001.


Comments THE WEST 1/2 OF THIS SEGMENTWAS RECONSTRUCTED USINGENCAPSULATED POLYSTYRENEBLOCKS TO CORRECT PEATSUBGRADE SOILS. THE EAST 1/2WAS OVERLAYED. THECONSTRUCTION WASCOMPLETED IN 2001.

Segment Override



Equation Result



0.18 * 19628 * 14.18 $50,099



0.18 * 4773 * 65 $55,844



0.18 * 25188 * 9.36 $42,437


Length * UnitCost 0.18 * 184000 $33,120



0.18 * 5.66 * 5280 *10

$53,793


Length * UnitCost 0.18 * 100000 $18,000



0.18 * 16.36 * 5280 *2

$31,097



0 * 207700 / 4 $0


Total $346,956



Status : Revised


Original Current


FLORIDA AVE SO TO HAMPSHIREAVE SO

Termini FLORIDA AVE SO TO HAMPSHIREAVE SO

0.12 Length 0.12












Comments

Segment Override



Equation Result



0.12 * 19628 * 14.18 $33,399



0.12 * 4773 * 65 $37,229



0.12 * 25188 * 9.36 $28,291


Length * UnitCost 0.12 * 184000 $22,080



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $231,302



Status : Revised


Original Current


HAMPSHIRE AVE SO TO JERSEYAVE SO

Termini HAMPSHIRE AVE SO TO JERSEYAVE SO

0.1 Length 0.1












Comments

Segment Override



Equation Result



0.1 * 19628 * 14.18 $27,833



0.1 * 4773 * 65 $31,025



0.1 * 25188 * 9.36 $23,576


Length * UnitCost 0.1 * 184000 $18,400



0.1 * 5.66 * 5280 * 10 $29,885


Length * UnitCost 0.1 * 100000 $10,000



0.1 * 16.36 * 5280 * 2 $17,276



0 * 207700 / 4 $0


Total $192,754



Status : Revised


Original Current


JERSEY AVENUE TO LOUISIANAAVENUE

Termini JERSEY AVENUE TO LOUISIANAAVENUE

0.14 Length 0.14












Comments

Segment Override



Equation Result



0.14 * 27907 * 14.18 $55,401



0.14 * 5834 * 65 $53,089



0.14 * 32795 * 9.36 $42,975


Length * UnitCost 0.14 * 196400 $27,496



0.14 * 5.66 * 5280 *10

$41,839


Length * UnitCost 0.14 * 100000 $14,000



0.14 * 16.36 * 5280 *2

$24,187



1 * 207700 / 4 $51,925


Total $379,313



Status : Revised


Original Current


LOUISIANA AVE TO 650' WEST Termini LOUISIANA AVE TO 650' WEST

0.12 Length 0.12












Comments

Segment Override



Equation Result



0.12 * 27907 * 14.18 $47,487



0.12 * 5834 * 65 $45,505



0.12 * 32795 * 9.36 $36,835


Length * UnitCost 0.12 * 196400 $23,568



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



0 * 207700 / 4 $0


Total $270,825



Status : Original


Original Current


650' W OF LOUISIANA AVE TOPENNSYLVANIA AVE

Termini 650' W OF LOUISIANA AVE TOPENNSYLVANIA AVE

0.15 Length 0.15











Comments

Segment Override



Equation Result



0.15 * 27907 * 14.18 $59,358



0.15 * 5834 * 65 $56,882



0.15 * 32795 * 9.36 $46,044


Length * UnitCost 0.15 * 196400 $29,460



0.15 * 5.66 * 5280 *10

$44,827


Length * UnitCost 0.15 * 100000 $15,000



0.15 * 16.36 * 5280 *2

$25,914



0 * 207700 / 4 $0


Total $338,532



Status : Original


Original Current


PENNSYLVANIA AVENUE TOWINNETKA AVENUE

Termini PENNSYLVANIA AVENUE TOWINNETKA AVENUE

0.26 Length 0.26











RECONSTRUCTED IN 2003/2004SAP 128-406-15

Comments RECONSTRUCTED IN 2003/2004SAP 128-406-15

Segment Override



Equation Result



0.26 * 19628 * 14.18 $72,365



0.26 * 4773 * 65 $80,664



0.26 * 25188 * 9.36 $61,298


Length * UnitCost 0.26 * 184000 $47,840



0.26 * 5.66 * 5280 *10

$77,700


Length * UnitCost 0.26 * 100000 $26,000



0.26 * 16.36 * 5280 *2

$44,918



0 * 207700 / 4 $0


Total $501,158



Status : Original


Original Current

GENERAL MILLS BOULEVARD Street Name GENERAL MILLS BOULEVARD

WAYZATA BOULEVARD TO I-394 Termini WAYZATA BOULEVARD TO I-394

0.13 Length 0.13











Comments

Segment Override



Equation Result



0.13 * 27907 * 14.18 $51,444



0.13 * 5834 * 65 $49,297



0.13 * 32795 * 9.36 $39,905


Length * UnitCost 0.13 * 196400 $25,532



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *2

$22,459



2 * 207700 / 4 $103,850


Total $420,091



Status : Original


Original Current

GENERAL MILLS BLVD Street Name GENERAL MILLS BLVD

I-394 TO BETTY CROCKER DRIVE Termini I-394 TO BETTY CROCKER DRIVE

0.32 Length 0.32











Comments

Segment Override



Equation Result



0.32 * 27907 * 14.18 $126,631



0.32 * 5834 * 65 $121,347



0.32 * 32795 * 9.36 $98,228


Length * UnitCost 0.32 * 196400 $62,848



0.32 * 5.66 * 5280 *10

$95,631


Length * UnitCost 0.32 * 100000 $32,000



0.32 * 16.36 * 5280 *4

$110,567



2 * 207700 / 4 $103,850


Total $916,344



Status : Original


Original Current

GENERAL MILLS BLVD. Street Name GENERAL MILLS BLVD.

BETTY CROCKER DRIVE TO T.H.55 Termini BETTY CROCKER DRIVE TO T.H.55

0.39 Length 0.39











Comments

Segment Override


Original Current


0.37 Milepoint 0.37


2 Barrels 2

8 Culvert Height 8

20 Culvert Width 20


Comments




Equation Result



0.39 * 27907 * 14.18 $154,331



0.39 * 5834 * 65 $147,892



0.39 * 32795 * 9.36 $119,715


Length * UnitCost 0.39 * 196400 $76,596



0.39 * 5.66 * 5280 *10

$116,551


Length * UnitCost 0.39 * 100000 $39,000



0.39 * 16.36 * 5280 *2

$67,377



2 * 207700 / 4 $103,850



20 * 48 * 95.2 * 2 $182,784


Total $1,229,877



Status : Original


Original Current

BOONE AVENUE Street Name BOONE AVENUE

T H 55 TO 7TH AVENUE Termini T H 55 TO 7TH AVENUE

0.08 Length 0.08











Comments

Segment Override



Equation Result



0.08 * 27907 * 14.18 $31,658



0.08 * 5834 * 65 $30,337



0.08 * 32795 * 9.36 $24,557


Length * UnitCost 0.08 * 196400 $15,712



0.08 * 5.66 * 5280 *10

$23,908


Length * UnitCost 0.08 * 100000 $8,000



0.08 * 16.36 * 5280 *4

$27,642



2 * 207700 / 4 $103,850


Total $324,110



Status : Original


Original Current

BOONE AVENUE Street Name BOONE AVENUE

7TH AVENUE TO PLYMOUTHAVENUE

Termini 7TH AVENUE TO PLYMOUTHAVENUE

0.42 Length 0.42











Comments

Segment Override


Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

185041R USDOT Number 185041R

0.35 Milepoint 0.35

Comments




Equation Result



0.42 * 27907 * 14.18 $166,203



0.42 * 5834 * 65 $159,268



0.42 * 32795 * 9.36 $128,924


Length * UnitCost 0.42 * 196400 $82,488



0.42 * 5.66 * 5280 *10

$125,516


Length * UnitCost 0.42 * 100000 $42,000



0.42 * 16.36 * 5280 *2

$72,560



3 * 207700 / 4 $155,775


Total $1,137,935



Status : Original


Original Current

ZANE AVENUE Street Name ZANE AVENUE

TRUNK HIGHWAY 55 TO C NWRAILROAD

Termini TRUNK HIGHWAY 55 TO C NWRAILROAD

0.33 Length 0.33











Comments

Segment Override


Status: Original

Original Current


185033Y USDOT Number 185033Y

0.33 Milepoint 0.33

Comments




Equation Result



0.33 * 10176 * 14.18 $47,618



0.33 * 3978 * 65 $85,328



0.33 * 17698 * 9.36 $54,666


Length * UnitCost 0.33 * 174800 $57,684



0.33 * 5.66 * 5280 *10

$98,620


Length * UnitCost 0.33 * 100000 $33,000



0.33 * 16.36 * 5280 *2

$57,011



0 * 207700 / 4 $0


Total $529,391



Status : Original


Original Current

ZANE AVENUE Street Name ZANE AVENUE

C NW RAILROAD TO GOLDENVALLEY ROAD

Termini C NW RAILROAD TO GOLDENVALLEY ROAD

0.21 Length 0.21











Comments

Segment Override



Equation Result



0.21 * 10176 * 14.18 $30,302



0.21 * 3978 * 65 $54,300



0.21 * 17698 * 9.36 $34,787


Length * UnitCost 0.21 * 174800 $36,708



0.21 * 5.66 * 5280 *10

$62,758


Length * UnitCost 0.21 * 100000 $21,000



0.21 * 16.36 * 5280 *2

$36,280



0 * 207700 / 4 $0


Total $336,885



Status : Original


Original Current

LINDSAY STREET Street Name LINDSAY STREET

TRUNK HIGHWAY 100 TO ZANEAVENUE

Termini TRUNK HIGHWAY 100 TO ZANEAVENUE

0.27 Length 0.27











Comments

Segment Override



Equation Result



0.27 * 4691 * 14.18 $17,960



0.27 * 3182 * 65 $55,844



0.27 * 12496 * 9.36 $31,580


Length * UnitCost 0.27 * 165500 $44,685



0.27 * 5.66 * 5280 * 5 $40,344


Length * UnitCost 0.27 * 100000 $27,000



0.27 * 16.36 * 5280 *2

$46,646



0 * 207700 / 4 $0


Total $322,152



Status : Original


Original Current

NEVADA AVENUE Street Name NEVADA AVENUE

MEDICINE LAKE ROAD TOSANDBURG ROAD

Termini MEDICINE LAKE ROAD TOSANDBURG ROAD

0.26 Length 0.26











Comments

Segment Override



Equation Result



0.26 * 19628 * 14.18 $72,365



0.26 * 4773 * 65 $80,664



0.26 * 25188 * 9.36 $61,298


Length * UnitCost 0.26 * 184000 $47,840



0.26 * 5.66 * 5280 *10

$77,700


Length * UnitCost 0.26 * 100000 $26,000



0.26 * 16.36 * 5280 *2

$44,918



1 * 207700 / 4 $51,925


Total $564,506



Status : Original


Original Current

SANDBURG ROAD Street Name SANDBURG ROAD

NEVADA AVENUE NORTH TOSANDBURG LANE

Termini NEVADA AVENUE NORTH TOSANDBURG LANE

0.28 Length 0.28











Comments

Segment Override



Equation Result



0.28 * 19628 * 14.18 $77,931



0.28 * 4773 * 65 $86,869



0.28 * 25188 * 9.36 $66,013


Length * UnitCost 0.28 * 184000 $51,520



0.28 * 5.66 * 5280 *10

$83,677


Length * UnitCost 0.28 * 100000 $28,000



0.28 * 16.36 * 5280 *2

$48,373



0 * 207700 / 4 $0


Total $539,707



Status : Original


Original Current

SANDBURG ROAD Street Name SANDBURG ROAD

SANDBURG LANE TO CSAH 102 Termini SANDBURG LANE TO CSAH 102

0.33 Length 0.33











Comments

Segment Override



Equation Result



0.33 * 19628 * 14.18 $91,847



0.33 * 4773 * 65 $102,381



0.33 * 25188 * 9.36 $77,801


Length * UnitCost 0.33 * 184000 $60,720



0.33 * 5.66 * 5280 *10

$98,620


Length * UnitCost 0.33 * 100000 $33,000



0.33 * 16.36 * 5280 *2

$57,011



0 * 207700 / 4 $0


Total $636,084



Status : Original


Original Current


WINNETKA AVE. TO RHODEISLAND AVE.

Termini WINNETKA AVE. TO RHODEISLAND AVE.

0.16 Length 0.16











Comments

Segment Override



Equation Result



0.16 * 27907 * 14.18 $63,315



0.16 * 5834 * 65 $60,674



0.16 * 32795 * 9.36 $49,114


Length * UnitCost 0.16 * 196400 $31,424



0.16 * 5.66 * 5280 *10

$47,816


Length * UnitCost 0.16 * 100000 $16,000



0.16 * 16.36 * 5280 *4

$55,284



2 * 207700 / 4 $103,850


Total $521,522



Status : Original


Original Current


RHODE ISLAND AVE TOPENNSYLVANIA AVE

Termini RHODE ISLAND AVE TOPENNSYLVANIA AVE

0.11 Length 0.11











Comments

Segment Override



Equation Result



0.11 * 27907 * 14.18 $43,529



0.11 * 5834 * 65 $41,713



0.11 * 32795 * 9.36 $33,766


Length * UnitCost 0.11 * 196400 $21,604



0.11 * 5.66 * 5280 *10

$32,873


Length * UnitCost 0.11 * 100000 $11,000



0.11 * 16.36 * 5280 *2

$19,004



1 * 207700 / 4 $51,925


Total $311,605



Status : Original


Original Current


PENNSYLVANIA AVE TO C.N &W.RY.

Termini PENNSYLVANIA AVE TO C.N &W.RY.

0.41 Length 0.41











Comments

Segment Override


Status: Original

Original Current


185036U USDOT Number 185036U

0.4 Milepoint 0.4

Comments




Equation Result



0.41 * 27907 * 14.18 $162,246



0.41 * 5834 * 65 $155,476



0.41 * 32795 * 9.36 $125,854


Length * UnitCost 0.41 * 196400 $80,524



0.41 * 5.66 * 5280 *10

$122,528


Length * UnitCost 0.41 * 100000 $41,000



0.41 * 16.36 * 5280 *2

$70,832



0 * 207700 / 4 $0


Total $925,321



Status : Original


Original Current


C.N.& W RY.TO 551 FT.SW.OFDOUGLAS DR.

Termini C.N.& W RY.TO 551 FT.SW.OFDOUGLAS DR.

0.31 Length 0.31











REVISED STORM TO PARTIAL.REVISED CURB AND GUTTER ANDSIDEWALK CONSTRUCTION FORFUTURE NEEDS. MWR 2/17/11

Comments REVISED STORM TO PARTIAL.REVISED CURB AND GUTTER ANDSIDEWALK CONSTRUCTION FORFUTURE NEEDS. MWR 2/17/11

Segment Override



Equation Result



0.31 * 27907 * 14.18 $122,674



0.31 * 5834 * 65 $117,555



0.31 * 32795 * 9.36 $95,158


Length * UnitCost 0.31 * 196400 $60,884



0.31 * 5.66 * 5280 *10

$92,643


Length * UnitCost 0.31 * 100000 $31,000



0.31 * 16.36 * 5280 *2

$53,556



0 * 207700 / 4 $0


Total $699,633



Status : Original


Original Current


551' SW TO 463' NE OF DOUGLASDRIVE

Termini 551' SW TO 463' NE OF DOUGLASDRIVE

0.19 Length 0.19











Comments

Segment Override



Equation Result



0.19 * 27907 * 14.18 $75,187



0.19 * 5834 * 65 $72,050



0.19 * 32795 * 9.36 $58,323


Length * UnitCost 0.19 * 196400 $37,316



0.19 * 5.66 * 5280 *10

$56,781


Length * UnitCost 0.19 * 100000 $19,000



0.19 * 16.36 * 5280 *2

$32,825



0 * 207700 / 4 $0


Total $428,808



Status : Original


Original Current

GOLDEN VALLEY RD. Street Name GOLDEN VALLEY RD.

FROM 463 FT NE.OF DOUGLASDR.TO ZANE AVE.

Termini FROM 463 FT NE.OF DOUGLASDR.TO ZANE AVE.

0.1 Length 0.1











CONSTRUCTION IN 2006 S.A.P.128-411-005

CONSTRUCTION PLAN WAS NOTLET UNTIL 2006 DMS 7-10-07

Comments CONSTRUCTION IN 2006 S.A.P.128-411-005

CONSTRUCTION PLAN WAS NOTLET UNTIL 2006 DMS 7-10-07

Segment Override



Equation Result



0.1 * 19628 * 14.18 $27,833



0.1 * 4773 * 65 $31,025



0.1 * 25188 * 9.36 $23,576


Length * UnitCost 0.1 * 184000 $18,400



0.1 * 5.66 * 5280 * 10 $29,885


Length * UnitCost 0.1 * 100000 $10,000



0.1 * 16.36 * 5280 * 2 $17,276



0 * 207700 / 4 $0


Total $192,754



Status : Original


Original Current


ZANE AVENUE TO .14 MI EAST Termini ZANE AVENUE TO .14 MI EAST

0.14 Length 0.14











SPLIT SEGMENT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005DMS 7-10-07

Comments SPLIT SEGMENT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005DMS 7-10-07

Segment Override



Equation Result



0.14 * 19628 * 14.18 $38,966



0.14 * 4773 * 65 $43,434



0.14 * 25188 * 9.36 $33,006


Length * UnitCost 0.14 * 184000 $25,760



0.14 * 5.66 * 5280 *10

$41,839


Length * UnitCost 0.14 * 100000 $14,000



0.14 * 16.36 * 5280 *2

$24,187



0 * 207700 / 4 $0


Total $269,854



Status : Original


Original Current


.14 MI EAST OF ZANE AVE TOXENIA AVE. N.

Termini .14 MI EAST OF ZANE AVE TOXENIA AVE. N.

0.09 Length 0.09











SPLIT SEGEMNT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005 DMS 7-10-07

Comments SPLIT SEGEMNT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005 DMS 7-10-07

Segment Override



Equation Result



0.09 * 19628 * 14.18 $25,049



0.09 * 4773 * 65 $27,922



0.09 * 25188 * 9.36 $21,218


Length * UnitCost 0.09 * 184000 $16,560



0.09 * 5.66 * 5280 *10

$26,896


Length * UnitCost 0.09 * 100000 $9,000



0.09 * 16.36 * 5280 *2

$15,549



0 * 207700 / 4 $0


Total $173,477



Status : Original


Original Current


ZENIA AVE N TO TH 100 Termini ZENIA AVE N TO TH 100

0.13 Length 0.13











SPLIT SEGMENT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005 DMS 7-10-07

Comments SPLIT SEGMENT DUE TOCONSTRUCTION IN 2006 S.A.P.128-411-005 DMS 7-10-07

Segment Override



Equation Result



0.13 * 19628 * 14.18 $36,182



0.13 * 4773 * 65 $40,332



0.13 * 25188 * 9.36 $30,649


Length * UnitCost 0.13 * 184000 $23,920



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *2

$22,459



0 * 207700 / 4 $0


Total $250,578



Status : Original


Original Current


T.H. 169 TO DECATUR AVENUE Termini T.H. 169 TO DECATUR AVENUE

0.44 Length 0.44











Comments

Segment Override


Status: Original

Original Current


185043E USDOT Number 185043E

0.08 Milepoint 0.08

Comments




Equation Result



0.44 * 10176 * 14.18 $63,490



0.44 * 3978 * 65 $113,771



0.44 * 17698 * 9.36 $72,887


Length * UnitCost 0.44 * 174800 $76,912



0.44 * 5.66 * 5280 *10

$131,493


Length * UnitCost 0.44 * 100000 $44,000



0.44 * 16.36 * 5280 *2

$76,015



1 * 207700 / 4 $51,925


Total $769,201



Status : Original


Original Current


DECATUR AVENUE TO BOONEAVENUE

Termini DECATUR AVENUE TO BOONEAVENUE

0.13 Length 0.13











Comments

Segment Override



Equation Result



0.13 * 10176 * 14.18 $18,758



0.13 * 3978 * 65 $33,614



0.13 * 17698 * 9.36 $21,535


Length * UnitCost 0.13 * 174800 $22,724



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *2

$22,459



1 * 207700 / 4 $51,925


Total $271,895



Status : Original


Original Current


BOONE AVE TO WISCONSINAVENUE

Termini BOONE AVE TO WISCONSINAVENUE

0.24 Length 0.24











Comments

Segment Override



Equation Result



0.24 * 19628 * 14.18 $66,798



0.24 * 4773 * 65 $74,459



0.24 * 25188 * 9.36 $56,582


Length * UnitCost 0.24 * 184000 $44,160



0.24 * 5.66 * 5280 *10

$71,724


Length * UnitCost 0.24 * 100000 $24,000



0.24 * 16.36 * 5280 *2

$41,463



1 * 207700 / 4 $51,925


Total $525,955



Status : Original


Original Current


WISCONSIN AVENUE TOWINNETKA AVENUE

Termini WISCONSIN AVENUE TOWINNETKA AVENUE

0.24 Length 0.24











Comments

Segment Override



Equation Result



0.24 * 19628 * 14.18 $66,798



0.24 * 4773 * 65 $74,459



0.24 * 25188 * 9.36 $56,582


Length * UnitCost 0.24 * 184000 $44,160



0.24 * 5.66 * 5280 *10

$71,724


Length * UnitCost 0.24 * 100000 $24,000



0.24 * 16.36 * 5280 *2

$41,463



1 * 207700 / 4 $51,925


Total $525,955



Status : Revised


Original Current


WINNETKA AVE TO RHODEISLAND AVE

Termini WINNETKA AVE TO RHODEISLAND AVE

0.12 Length 0.12











COULDN'T REVISE RR DATA TOSHOW THE CP RAIL ON EAST ENDOF SEGMENT

ALSO, SOFTWARE DOESN'TALLOW ME TO GO BETWEENSEGMENTS WITHOUT GOING OUTAND BACK IN. I'M USINGWINDOWS NT ON A NOVELLNETWORK.

Comments COULDN'T REVISE RR DATA TOSHOW THE CP RAIL ON EAST ENDOF SEGMENT

ALSO, SOFTWARE DOESN'TALLOW ME TO GO BETWEENSEGMENTS WITHOUT GOING OUTAND BACK IN. I'M USINGWINDOWS NT ON A NOVELLNETWORK.

Segment Override

Culvert Information Status: Revised

Original Current

093508 Structure Number 27J68

0.08 Milepoint 0.08


1 Barrels 2

25 Culvert Height 6

9.5 Culvert Width 8


Comments verified in bridge log W.L.




Equation Result



0.12 * 19628 * 14.18 $33,399



0.12 * 4773 * 65 $37,229



0.12 * 25188 * 9.36 $28,291


Length * UnitCost 0.12 * 184000 $22,080



0.12 * 5.66 * 5280 *10

$35,862


Length * UnitCost 0.12 * 100000 $12,000



0.12 * 16.36 * 5280 *2

$20,731



1 * 207700 / 4 $51,925



8 * 40 * 95.2 * 2 $60,928


Total $368,983



Status : Original


Original Current

MENDELSSOHN AVENUE Street Name MENDELSSOHN AVENUE

GOLDEN VALLEY ROAD TOPLYMOUTH AVE

Termini GOLDEN VALLEY ROAD TOPLYMOUTH AVE

0.57 Length 0.57











Comments

Segment Override


Status: Original

Original Current


185045T USDOT Number 185045T

0.5 Milepoint 0.5

Comments




Equation Result



0.57 * 27907 * 14.18 $225,561



0.57 * 5834 * 65 $216,150



0.57 * 32795 * 9.36 $174,968


Length * UnitCost 0.57 * 196400 $111,948



0.57 * 5.66 * 5280 *10

$170,343


Length * UnitCost 0.57 * 100000 $57,000



0.57 * 16.36 * 5280 *2

$98,474



1 * 207700 / 4 $51,925


Total $1,349,770



Status : Original


Original Current


PLYMOUTH AVENUE TO DULUTHSTREET

Termini PLYMOUTH AVENUE TO DULUTHSTREET

0.62 Length 0.62











Comments

Segment Override



Equation Result



0.62 * 19628 * 14.18 $172,562



0.62 * 4773 * 65 $192,352



0.62 * 25188 * 9.36 $146,171


Length * UnitCost 0.62 * 184000 $114,080



0.62 * 5.66 * 5280 *10

$185,286


Length * UnitCost 0.62 * 100000 $62,000



0.62 * 16.36 * 5280 *2

$107,112



1 * 207700 / 4 $51,925


Total $1,258,415



Status : Original


Original Current


DULUTH ST TO CR 70 (MEDICINELAKE RD)

Termini DULUTH ST TO CR 70 (MEDICINELAKE RD)

0.45 Length 0.45











Comments

Segment Override



Equation Result



0.45 * 19628 * 14.18 $125,246



0.45 * 4773 * 65 $139,610



0.45 * 25188 * 9.36 $106,092


Length * UnitCost 0.45 * 184000 $82,800



0.45 * 5.66 * 5280 *10

$134,482


Length * UnitCost 0.45 * 100000 $45,000



0.45 * 16.36 * 5280 *2

$77,743



1 * 207700 / 4 $51,925


Total $930,736



Status : Original


Original Current

RHODE ISLAND AVENUE N Street Name RHODE ISLAND AVENUE N

TH 55 TO 0.08 M S COUNTRYCLUB DRIVE

Termini TH 55 TO 0.08 M S COUNTRYCLUB DRIVE

0.05 Length 0.05











Comments

Segment Override



Equation Result



0.05 * 27907 * 14.18 $19,786



0.05 * 5834 * 65 $18,961



0.05 * 32795 * 9.36 $15,348


Length * UnitCost 0.05 * 196400 $9,820



0.05 * 5.66 * 5280 *10

$14,942


Length * UnitCost 0.05 * 100000 $5,000



0.05 * 16.36 * 5280 *4

$17,276



1 * 207700 / 4 $51,925


Total $186,731



Status : Original


Original Current


0.08 M S TO COUNTRY CLUBDRIVE

Termini 0.08 M S TO COUNTRY CLUBDRIVE

0.08 Length 0.08











Comments

Segment Override



Equation Result



0.08 * 27907 * 14.18 $31,658



0.08 * 5834 * 65 $30,337



0.08 * 32795 * 9.36 $24,557


Length * UnitCost 0.08 * 196400 $15,712



0.08 * 5.66 * 5280 *10

$23,908


Length * UnitCost 0.08 * 100000 $8,000



0.08 * 16.36 * 5280 *2

$13,821



0 * 207700 / 4 $0


Total $180,551



Status : Original


Original Current


COUNTRY CLUB DR TO GOLDENVALLEY RD.

Termini COUNTRY CLUB DR TO GOLDENVALLEY RD.

0.05 Length 0.05











Comments

Segment Override



Equation Result



0.05 * 27907 * 14.18 $19,786



0.05 * 5834 * 65 $18,961



0.05 * 32795 * 9.36 $15,348


Length * UnitCost 0.05 * 196400 $9,820



0.05 * 5.66 * 5280 *10

$14,942


Length * UnitCost 0.05 * 100000 $5,000



0.05 * 16.36 * 5280 *2

$8,638



1 * 207700 / 4 $51,925


Total $176,192



Status : Original


Original Current


GOLDEN VALLEY RD TO A PT 0.19N GO.VLY RD

Termini GOLDEN VALLEY RD TO A PT 0.19N GO.VLY RD

0.19 Length 0.19











Comments

Segment Override



Equation Result



0.19 * 19628 * 14.18 $52,882



0.19 * 4773 * 65 $58,947



0.19 * 25188 * 9.36 $44,794


Length * UnitCost 0.19 * 184000 $34,960



0.19 * 5.66 * 5280 *10

$56,781


Length * UnitCost 0.19 * 100000 $19,000



0.19 * 16.36 * 5280 *2

$32,825



1 * 207700 / 4 $51,925


Total $429,579



Status : Original


Original Current

RHODE ISLAND AVE Street Name RHODE ISLAND AVE

0.19 M N OF GOLDEN VALLEY RDTO 10TH AV N

Termini 0.19 M N OF GOLDEN VALLEY RDTO 10TH AV N

0.02 Length 0.02











Comments

Segment Override



Equation Result



0.02 * 19628 * 14.18 $5,567



0.02 * 4773 * 65 $6,205



0.02 * 25188 * 9.36 $4,715


Length * UnitCost 0.02 * 184000 $3,680



0.02 * 5.66 * 5280 *10

$5,977


Length * UnitCost 0.02 * 100000 $2,000



0.02 * 16.36 * 5280 *2

$3,455



0 * 207700 / 4 $0


Total $38,551



Status : Original


Original Current

WISCONSIN AVENUE Street Name WISCONSIN AVENUE

TH 55 TO GOLDEN VALLEY ROAD Termini TH 55 TO GOLDEN VALLEY ROAD

0.14 Length 0.14











Comments

Segment Override



Equation Result



0.14 * 19628 * 14.18 $38,966



0.14 * 4773 * 65 $43,434



0.14 * 25188 * 9.36 $33,006


Length * UnitCost 0.14 * 184000 $25,760



0.14 * 5.66 * 5280 *10

$41,839


Length * UnitCost 0.14 * 100000 $14,000



0.14 * 16.36 * 5280 *2

$24,187



0 * 207700 / 4 $0


Total $269,854



Status : Original


Original Current

WISCONSIN AVENUE Street Name WISCONSIN AVENUE

GOLDEN VALLEY ROAD TO 10THAVENUE N

Termini GOLDEN VALLEY ROAD TO 10THAVENUE N

0.16 Length 0.16











Comments

Segment Override



Equation Result



0.16 * 10176 * 14.18 $23,087



0.16 * 3978 * 65 $41,371



0.16 * 17698 * 9.36 $26,505


Length * UnitCost 0.16 * 174800 $27,968



0.16 * 5.66 * 5280 *10

$47,816


Length * UnitCost 0.16 * 100000 $16,000



0.16 * 16.36 * 5280 *2

$27,642



0 * 207700 / 4 $0


Total $256,675



Status : Original


Original Current

TH 55 N FRONTAGE ROAD Street Name TH 55 N FRONTAGE ROAD

DOUGLAS DRIVE TO 0.20 M S Termini DOUGLAS DRIVE TO 0.20 M S

0.2 Length 0.2











Comments

Segment Override



Equation Result



0.2 * 19628 * 14.18 $55,665



0.2 * 4773 * 65 $62,049



0.2 * 25188 * 9.36 $47,152


Length * UnitCost 0.2 * 184000 $36,800



0.2 * 5.66 * 5280 * 10 $59,770


Length * UnitCost 0.2 * 100000 $20,000



0.2 * 16.36 * 5280 * 2 $34,552



1 * 207700 / 4 $51,925


Total $448,854



Status : Original


Original Current


0.20 M S OF DOUGLAS DR TOZANE AVE

Termini 0.20 M S OF DOUGLAS DR TOZANE AVE

0.15 Length 0.15











Comments

Segment Override



Equation Result



0.15 * 19628 * 14.18 $41,749



0.15 * 4773 * 65 $46,537



0.15 * 25188 * 9.36 $35,364


Length * UnitCost 0.15 * 184000 $27,600



0.15 * 5.66 * 5280 *10

$44,827


Length * UnitCost 0.15 * 100000 $15,000



0.15 * 16.36 * 5280 *2

$25,914



0 * 207700 / 4 $0


Total $289,129



Status : Original


Original Current


ZANE AVE TO LILAC DRIVE Termini ZANE AVE TO LILAC DRIVE

0.2 Length 0.2











Comments

Segment Override



Equation Result



0.2 * 10176 * 14.18 $28,859



0.2 * 3978 * 65 $51,714



0.2 * 17698 * 9.36 $33,131


Length * UnitCost 0.2 * 174800 $34,960



0.2 * 5.66 * 5280 * 10 $59,770


Length * UnitCost 0.2 * 100000 $20,000



0.2 * 16.36 * 5280 * 2 $34,552



0 * 207700 / 4 $0


Total $320,843



Status : Original


Original Current

LILAC DRIVE Street Name LILAC DRIVE

TH 55 N FRONTAGE ROAD TOLINDSAY STREET

Termini TH 55 N FRONTAGE ROAD TOLINDSAY STREET

0.33 Length 0.33











Comments

Segment Override



Equation Result



0.33 * 10176 * 14.18 $47,618



0.33 * 3978 * 65 $85,328



0.33 * 17698 * 9.36 $54,666


Length * UnitCost 0.33 * 174800 $57,684



0.33 * 5.66 * 5280 *10

$98,620


Length * UnitCost 0.33 * 100000 $33,000



0.33 * 16.36 * 5280 *2

$57,011



0 * 207700 / 4 $0


Total $529,391



Status : Original


Original Current

LILAC DRIVE Street Name LILAC DRIVE

LINDSAY STREET TO CSAH 66(DULUTH STREET)

Termini LINDSAY STREET TO CSAH 66(DULUTH STREET)

0.71 Length 0.71











Comments

Segment Override



Equation Result



0.71 * 10176 * 14.18 $102,450



0.71 * 3978 * 65 $183,585



0.71 * 17698 * 9.36 $117,614


Length * UnitCost 0.71 * 174800 $124,108



0.71 * 5.66 * 5280 *10

$212,182


Length * UnitCost 0.71 * 100000 $71,000



0.71 * 16.36 * 5280 *2

$122,661



0 * 207700 / 4 $0


Total $1,138,992



Status : Original


Original Current

FLORIDA AVENUE SOUTH Street Name FLORIDA AVENUE SOUTH

I-394 FRONTAGE RD TO LAURELAVE

Termini I-394 FRONTAGE RD TO LAURELAVE

0.21 Length 0.21











Comments

Segment Override


Status: Original

Original Current


854303T USDOT Number 854303T

0.19 Milepoint 0.19

Comments




Equation Result



0.21 * 10176 * 14.18 $30,302



0.21 * 3978 * 65 $54,300



0.21 * 17698 * 9.36 $34,787


Length * UnitCost 0.21 * 174800 $36,708



0.21 * 5.66 * 5280 *10

$62,758


Length * UnitCost 0.21 * 100000 $21,000



0.21 * 16.36 * 5280 *2

$36,280



0 * 207700 / 4 $0


Total $336,885



Status : Original


Original Current

JERSEY AVENUE Street Name JERSEY AVENUE

LAUREL AVENUE TO GLENWOODAVENUE

Termini LAUREL AVENUE TO GLENWOODAVENUE

0.46 Length 0.46











Comments

Segment Override



Equation Result



0.46 * 10176 * 14.18 $66,376



0.46 * 3978 * 65 $118,942



0.46 * 17698 * 9.36 $76,201


Length * UnitCost 0.46 * 174800 $80,408



0.46 * 5.66 * 5280 *10

$137,470


Length * UnitCost 0.46 * 100000 $46,000



0.46 * 16.36 * 5280 *2

$79,470



0 * 207700 / 4 $0


Total $737,938



Status : Original


Original Current

DECATUR AVENUE Street Name DECATUR AVENUE

GOLDEN VALLEY RD. TO 7THAVENUE

Termini GOLDEN VALLEY RD. TO 7THAVENUE

0.07 Length 0.07











Comments

Segment Override



Equation Result



0.07 * 10176 * 14.18 $10,101



0.07 * 3978 * 65 $18,100



0.07 * 17698 * 9.36 $11,596


Length * UnitCost 0.07 * 174800 $12,236



0.07 * 5.66 * 5280 *10

$20,919


Length * UnitCost 0.07 * 100000 $7,000



0.07 * 16.36 * 5280 *2

$12,093



0 * 207700 / 4 $0


Total $112,295



Status : Original


Original Current

DECATUR AVE Street Name DECATUR AVE

7TH AVE TO 10TH AVE Termini 7TH AVE TO 10TH AVE

0.23 Length 0.23











Comments

Segment Override



Equation Result



0.23 * 10176 * 14.18 $33,188



0.23 * 3978 * 65 $59,471



0.23 * 17698 * 9.36 $38,100


Length * UnitCost 0.23 * 174800 $40,204



0.23 * 5.66 * 5280 *10

$68,735


Length * UnitCost 0.23 * 100000 $23,000



0.23 * 16.36 * 5280 *2

$39,735



0 * 207700 / 4 $0


Total $368,968



Status : Original


Original Current

HAMPSHIRE AVE Street Name HAMPSHIRE AVE

WAYZATA BLVD TO LAUREL AVE Termini WAYZATA BLVD TO LAUREL AVE

0.19 Length 0.19











Comments

Segment Override


Status: Original

Original Current


854302L USDOT Number 854302L

0.18 Milepoint 0.18

Comments




Equation Result



0.19 * 10176 * 14.18 $27,416



0.19 * 3978 * 65 $49,128



0.19 * 17698 * 9.36 $31,474


Length * UnitCost 0.19 * 174800 $33,212



0.19 * 5.66 * 5280 *10

$56,781


Length * UnitCost 0.19 * 100000 $19,000



0.19 * 16.36 * 5280 *2

$32,825



0 * 207700 / 4 $0


Total $304,800



Status : Original


Original Current

MARKET STREET Street Name MARKET STREET

LOUISIANA AVE TO WAYZATABLVD

Termini LOUISIANA AVE TO WAYZATABLVD

0.19 Length 0.19











Comments

Segment Override



Equation Result



0.19 * 31460 * 14.18 $84,760



0.19 * 8287 * 65 $102,344



0.19 * 37918 * 9.36 $67,433


Length * UnitCost 0.19 * 205600 $39,064



0.19 * 5.66 * 5280 *10

$56,781


Length * UnitCost 0.19 * 100000 $19,000



0.19 * 16.36 * 5280 *2

$32,825



1 * 207700 / 4 $51,925


Total $554,041



Status : Original


Original Current

WAYZATA BLVD Street Name WAYZATA BLVD

WINNETKA AVE TO SUMTER AVE Termini WINNETKA AVE TO SUMTER AVE

0.07 Length 0.07











Comments

Segment Override



Equation Result



0.07 * 10176 * 14.18 $10,101



0.07 * 3978 * 65 $18,100



0.07 * 17698 * 9.36 $11,596


Length * UnitCost 0.07 * 174800 $12,236



0.07 * 5.66 * 5280 *10

$20,919


Length * UnitCost 0.07 * 100000 $7,000



0.07 * 16.36 * 5280 *2

$12,093



0 * 207700 / 4 $0


Total $112,295



Status : Original


Original Current


SUMTER AVE TO RHODE ISLANDAVE

Termini SUMTER AVE TO RHODE ISLANDAVE

0.08 Length 0.08











Comments

Segment Override



Equation Result



0.08 * 10176 * 14.18 $11,544



0.08 * 3978 * 65 $20,686



0.08 * 17698 * 9.36 $13,252


Length * UnitCost 0.08 * 174800 $13,984



0.08 * 5.66 * 5280 *10

$23,908


Length * UnitCost 0.08 * 100000 $8,000



0.08 * 16.36 * 5280 *2

$13,821



0 * 207700 / 4 $0


Total $128,338



Status : Original


Original Current


RHODE ISLAND AVE TOPENNSYLVANIA AVE

Termini RHODE ISLAND AVE TOPENNSYLVANIA AVE

0.13 Length 0.13











Comments

Segment Override



Equation Result



0.13 * 10176 * 14.18 $18,758



0.13 * 3978 * 65 $33,614



0.13 * 17698 * 9.36 $21,535


Length * UnitCost 0.13 * 174800 $22,724



0.13 * 5.66 * 5280 *10

$38,850


Length * UnitCost 0.13 * 100000 $13,000



0.13 * 16.36 * 5280 *2

$22,459



0 * 207700 / 4 $0


Total $208,547



Status : Original


Original Current

PENNSYLVANIA AVE Street Name PENNSYLVANIA AVE

WAYZATA BLVD TO LAUREL AVE Termini WAYZATA BLVD TO LAUREL AVE

0.21 Length 0.21











Comments

Segment Override



Equation Result



0.21 * 10176 * 14.18 $30,302



0.21 * 3978 * 65 $54,300



0.21 * 17698 * 9.36 $34,787


Length * UnitCost 0.21 * 174800 $36,708



0.21 * 5.66 * 5280 *10

$62,758


Length * UnitCost 0.21 * 100000 $21,000



0.21 * 16.36 * 5280 *2

$36,280



0 * 207700 / 4 $0


Total $336,885



Status : Original


Original Current

WAYZATA BOULEVARD Street Name WAYZATA BOULEVARD

CITY LIMITS TO GENERAL MILLSBOULEVARD

Termini CITY LIMITS TO GENERAL MILLSBOULEVARD

0.49 Length 0.49











Comments

Segment Override



Equation Result



0.49 * 27907 * 14.18 $193,903



0.49 * 5834 * 65 $185,813



0.49 * 32795 * 9.36 $150,411


Length * UnitCost 0.49 * 196400 $96,236



0.49 * 5.66 * 5280 *10

$146,436


Length * UnitCost 0.49 * 100000 $49,000



0.49 * 16.36 * 5280 *2

$84,653



0 * 207700 / 4 $0


Total $1,105,871

Friday, January 10, 2020 03:35 PM CST page 103

saneeds - msas - segment report roadway segment status : … · city name : golden valley segment...

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