saneeds - msas - segment report roadway segment status : … · city name : golden valley segment...
TRANSCRIPT
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
REMOVED SIDEWALK NEEDS ANDCHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
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
Length * Quantity *UnitCost
0.45 * 8287 * 65 $242,395
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
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
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-331-020
Original Current
WINNETKA AVENUE Street Name WINNETKA AVENUE
WESTERN AVENUE TO HAROLDAVENUE
Termini WESTERN AVENUE TO HAROLDAVENUE
0.25 Length 0.25
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
REMOVED SIDEWALK NEEDS ANDCHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 6
Length * Quantity *UnitCost
0.25 * 31460 * 14.18 $111,526
Bituminous MSAS BituminousCost Group 6
Length * Quantity *UnitCost
0.25 * 8287 * 65 $134,664
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
0.25 * 37918 * 9.36 $88,728
Storm Sewer MSAS Storm SewerCost Group 6
Length * UnitCost 0.25 * 205600 $51,400
Sidewalk MSAS Sidewalk CostGroup 6
Length * UnitCost *FeetPerMile *SidewalkWidth
0.25 * 5.66 * 5280 *10
$74,712
Street Lighting MSAS StreetLighting Cost Group6
Length * UnitCost 0.25 * 100000 $25,000
Curb and Gutter MSAS Curb AndGutter Cost Group 6
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.25 * 16.36 * 5280 *2
$43,190
Signal Leg MSAS TrafficSignals Cost Group6
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 529220 * 0.220 $116,428
Total $645,648
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-331-030
Original Current
WINNETKA AVENUE Street Name WINNETKA AVENUE
HAROLD AVE TO TH 55 Termini HAROLD AVE TO TH 55
0.12 Length 0.12
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
1 Existing Number of Signal Legs 1
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
2015 Year of Latest SA Fund 2015
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 6
Length * Quantity *UnitCost
0.12 * 31460 * 14.18 $53,532
Bituminous MSAS BituminousCost Group 6
Length * Quantity *UnitCost
0.12 * 8287 * 65 $64,639
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
0.12 * 37918 * 9.36 $42,589
Storm Sewer MSAS Storm SewerCost Group 6
Length * UnitCost 0.12 * 205600 $24,672
Sidewalk MSAS Sidewalk CostGroup 6
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group6
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 6
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *4
$41,463
Signal Leg MSAS TrafficSignals Cost Group6
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 326682 * 0.220 $71,870
Total $398,552
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-332-010
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
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
14900 Present AADT 14900
7 ( 14000 - 24999 ) Traffic Group Code 7 ( 14000 - 24999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 7
Length * Quantity *UnitCost
0.13 * 38049 * 14.18 $70,140
Bituminous MSAS BituminousCost Group 7
Length * Quantity *UnitCost
0.13 * 11535 * 65 $97,471
Excavation MSAS ExcavationCost Group 7
Length * Quantity *UnitCost
0.13 * 45838 * 9.36 $55,776
Storm Sewer MSAS Storm SewerCost Group 7
Length * UnitCost 0.13 * 218000 $28,340
Sidewalk MSAS Sidewalk CostGroup 7
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group7
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 7
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *4
$44,918
Signal Leg MSAS TrafficSignals Cost Group7
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 452345 * 0.220 $99,516
Total $551,861
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-332-020
Original Current
XENIA AVENUE Street Name XENIA AVENUE
GOLDEN HILLS DRIVE TO LAURELAVE
Termini GOLDEN HILLS DRIVE TO LAURELAVE
0.12 Length 0.12
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
8100 Present AADT 8100
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.12 * 27907 * 14.18 $47,487
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.12 * 5834 * 65 $45,505
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.12 * 32795 * 9.36 $36,835
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.12 * 196400 $23,568
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *4
$41,463
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 346570 * 0.220 $76,245
Total $422,815
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-332-030
Original Current
XENIA AVENUE Street Name XENIA AVENUE
LAUREL AVE TO GLENWOOD AVE Termini LAUREL AVE TO GLENWOOD AVE
0.25 Length 0.25
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
2 Existing Number of Signal Legs 2
9200 Present AADT 9200
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
0 Year of Latest SA Fund 0
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 6
Length * Quantity *UnitCost
0.25 * 31460 * 14.18 $111,526
Bituminous MSAS BituminousCost Group 6
Length * Quantity *UnitCost
0.25 * 8287 * 65 $134,664
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
0.25 * 37918 * 9.36 $88,728
Storm Sewer MSAS Storm SewerCost Group 6
Length * UnitCost 0.25 * 205600 $51,400
Sidewalk MSAS Sidewalk CostGroup 6
Length * UnitCost *FeetPerMile *SidewalkWidth
0.25 * 5.66 * 5280 *10
$74,712
Street Lighting MSAS StreetLighting Cost Group6
Length * UnitCost 0.25 * 100000 $25,000
Curb and Gutter MSAS Curb AndGutter Cost Group 6
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.25 * 16.36 * 5280 *2
$43,190
Signal Leg MSAS TrafficSignals Cost Group6
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 633070 * 0.220 $139,275
Total $772,345
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-332-035
Original Current
XENIA AVENUE Street Name XENIA AVENUE
GLENWOOD AVE. TO 900 FT N OFGLENWOOD AVE.
Termini GLENWOOD AVE. TO NORTHLILAC DRIVE
0.17 Length 0.17
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2750 Present AADT 2750
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.17 * 19628 * 14.18 $47,315
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.17 * 4773 * 65 $52,742
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.17 * 25188 * 9.36 $40,079
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.17 * 184000 $31,280
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.17 * 5.66 * 5280 *10
$50,804
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.17 * 100000 $17,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.17 * 16.36 * 5280 *2
$29,369
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 320514 * 0.220 $70,513
Total $391,027
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-332-040
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1750 Present AADT 1750
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1989 Year of Latest SA Fund 1989
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.16 * 10176 * 14.18 $23,087
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.16 * 3978 * 65 $41,371
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.16 * 17698 * 9.36 $26,505
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.16 * 174800 $27,968
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.16 * 5.66 * 5280 *10
$47,816
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.16 * 100000 $16,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.16 * 16.36 * 5280 *2
$27,642
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 210389 * 0.220 $46,286
Total $256,675
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-332-050
Original Current
TURNERS CROSSROAD Street Name TURNERS CROSSROAD
WOODSTOCK AVE TO VALLEYWOOD CIRCLE
Termini WOODSTOCK AVE TO VALLEYWOOD CIRCLE
0.22 Length 0.22
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1750 Present AADT 1750
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1989 Year of Latest SA Fund 1989
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.22 * 10176 * 14.18 $31,745
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.22 * 3978 * 65 $56,885
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.22 * 17698 * 9.36 $36,444
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.22 * 174800 $38,456
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.22 * 5.66 * 5280 *10
$65,747
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.22 * 100000 $22,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.22 * 16.36 * 5280 *2
$38,008
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 289285 * 0.220 $63,643
Total $352,928
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-332-060
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1750 Present AADT 1750
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1985 Year of Latest SA Fund 1985
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 )
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.36 * 10176 * 14.18 $51,946
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.36 * 3978 * 65 $93,085
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.36 * 17698 * 9.36 $59,635
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.36 * 174800 $62,928
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.36 * 5.66 * 5280 *10
$107,585
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.36 * 100000 $36,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.36 * 16.36 * 5280 *2
$62,194
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Bridge MSAS Bridge TGCGroup 3
BridgeLength *NeedsWidth *UnitCost
163 * 34 * 95.2 $527,598
Engineering Cost Percent of costs 1000971 * 0.220 $220,214
Total $1,221,185
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-333-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1996 Year of Latest SA Fund 1996
Comments
Segment Override
Culvert Information Status: Original
Original Current
095924 Structure Number 095924
0.27 Milepoint 0.27
BASSET CREEK Feature Crossed BASSET CREEK
1 Barrels 1
11.167 Culvert Height 11.167
30 Culvert Width 30
1983 Year Built 1983
Comments
4 ( 2000 - 4999 ) Culvert Group Code 4 ( 2000 - 4999 )
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.28 * 19628 * 14.18 $77,931
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.28 * 4773 * 65 $86,869
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.28 * 25188 * 9.36 $66,013
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.28 * 184000 $51,520
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.28 * 5.66 * 5280 *10
$83,677
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.28 * 100000 $28,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.28 * 16.36 * 5280 *2
$48,373
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Culvert MSAS Culvert TGCGroup 4
CulvertWidth *NeedsWidth *UnitCost *NumOfBarrels
30 * 40 * 95.2 * 1 $114,240
Engineering Cost Percent of costs 608548 * 0.220 $133,881
Total $742,429
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-333-013
Original Current
NOBLE AVENUE Street Name NOBLE AVENUE
BASSETT CR DR TO DAWNVIEWTER
Termini BASSETT CR DR TO DAWNVIEWTER
0.31 Length 0.31
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1996 Year of Latest SA Fund 1996
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.31 * 19628 * 14.18 $86,281
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.31 * 4773 * 65 $96,176
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.31 * 25188 * 9.36 $73,086
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.31 * 184000 $57,040
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.31 * 5.66 * 5280 *10
$92,643
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.31 * 100000 $31,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.31 * 16.36 * 5280 *2
$53,556
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 489782 * 0.220 $107,752
Total $597,534
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-333-016
Original Current
NOBLE AVENUE Street Name NOBLE AVENUE
DAWNVIEW TER TO CULVER RD Termini DAWNVIEW TER TO CULVER RD
0.06 Length 0.06
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1996 Year of Latest SA Fund 1996
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.06 * 19628 * 14.18 $16,700
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.06 * 4773 * 65 $18,615
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.06 * 25188 * 9.36 $14,146
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.06 * 184000 $11,040
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.06 * 5.66 * 5280 *10
$17,931
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.06 * 100000 $6,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.06 * 16.36 * 5280 *2
$10,366
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 94798 * 0.220 $20,856
Total $115,654
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-333-020
Original Current
NOBLE AVENUE Street Name NOBLE AVENUE
CULVER ROAD TO 34TH AVENUE Termini CULVER ROAD TO 34TH AVENUE
0.5 Length 0.5
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2450 Present AADT 2450
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.5 * 19628 * 14.18 $139,163
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.5 * 4773 * 65 $155,123
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.5 * 25188 * 9.36 $117,880
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.5 * 184000 $92,000
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.5 * 5.66 * 5280 * 10 $149,424
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.5 * 100000 $50,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.5 * 16.36 * 5280 * 2 $86,381
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 789971 * 0.220 $173,794
Total $963,765
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-353-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
5600 Present AADT 5600
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1990 Year of Latest SA Fund 1990
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.18 * 27907 * 14.18 $71,230
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.18 * 5834 * 65 $68,258
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.18 * 32795 * 9.36 $55,253
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.18 * 196400 $35,352
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.18 * 5.66 * 5280 *10
$53,793
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.18 * 100000 $18,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.18 * 16.36 * 5280 *2
$31,097
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 384908 * 0.220 $84,680
Total $469,588
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-353-020
Original Current
PLYMOUTH AVENUE Street Name PLYMOUTH AVENUE
GETTYSBURG AVE TO ORKLADRIVE
Termini GETTYSBURG AVE TO ORKLADRIVE
0.66 Length 0.66
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5400 Present AADT 5400
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1990 Year of Latest SA Fund 1990
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.66 * 27907 * 14.18 $261,176
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.66 * 5834 * 65 $250,279
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.66 * 32795 * 9.36 $202,594
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.66 * 196400 $129,624
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.66 * 5.66 * 5280 *10
$197,240
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.66 * 100000 $66,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.66 * 16.36 * 5280 *2
$114,023
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 1220936 * 0.220 $268,606
Total $1,489,542
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-353-040
Original Current
PLYMOUTH AVENUE Street Name PLYMOUTH AVENUE
ORKLA AVE TO WINNETKA AVE Termini ORKLA AVE TO WINNETKA AVE
0.18 Length 0.18
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
3550 Present AADT 3550
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1990 Year of Latest SA Fund 1990
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.18 * 19628 * 14.18 $50,099
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.18 * 4773 * 65 $55,844
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.18 * 25188 * 9.36 $42,437
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.18 * 184000 $33,120
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.18 * 5.66 * 5280 *10
$53,793
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.18 * 100000 $18,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.18 * 16.36 * 5280 *2
$31,097
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 336315 * 0.220 $73,989
Total $410,304
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-387-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
4400 Present AADT 4400
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1966 Year of Latest SA Fund 1966
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.17 * 19628 * 14.18 $47,315
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.17 * 4773 * 65 $52,742
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.17 * 25188 * 9.36 $40,079
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.17 * 184000 $31,280
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.17 * 5.66 * 5280 *10
$50,804
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.17 * 100000 $17,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.17 * 16.36 * 5280 *2
$29,369
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 320514 * 0.220 $70,513
Total $391,027
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-387-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
4400 Present AADT 4400
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1970 Year of Latest SA Fund 1970
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.28 * 19628 * 14.18 $77,931
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.28 * 4773 * 65 $86,869
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.28 * 25188 * 9.36 $66,013
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.28 * 184000 $51,520
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.28 * 5.66 * 5280 *10
$83,677
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.28 * 100000 $28,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.28 * 16.36 * 5280 *2
$48,373
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 494308 * 0.220 $108,748
Total $603,056
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-388-005
Original Current
LOUISIANA AVENUE Street Name LOUISIANA AVENUE
I394 TO MARKET STREET Termini I394 TO MARKET STREET
0.13 Length 0.13
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
17800 Present AADT 17800
7 ( 14000 - 24999 ) Traffic Group Code 7 ( 14000 - 24999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 7
Length * Quantity *UnitCost
0.13 * 38049 * 14.18 $70,140
Bituminous MSAS BituminousCost Group 7
Length * Quantity *UnitCost
0.13 * 11535 * 65 $97,471
Excavation MSAS ExcavationCost Group 7
Length * Quantity *UnitCost
0.13 * 45838 * 9.36 $55,776
Storm Sewer MSAS Storm SewerCost Group 7
Length * UnitCost 0.13 * 218000 $28,340
Sidewalk MSAS Sidewalk CostGroup 7
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group7
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 7
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *4
$44,918
Signal Leg MSAS TrafficSignals Cost Group7
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 452345 * 0.220 $99,516
Total $551,861
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-388-010
Original Current
LOUISIANA AVENUE Street Name LOUISIANA AVENUE
MARKET STREET TO LAURELAVENUE
Termini MARKET STREET TO LAURELAVENUE
0.11 Length 0.11
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
2 Existing Number of Signal Legs 2
17800 Present AADT 17800
7 ( 14000 - 24999 ) Traffic Group Code 7 ( 14000 - 24999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
854238P USDOT Number 854238P
0.07 Milepoint 0.07
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 7
Length * Quantity *UnitCost
0.11 * 38049 * 14.18 $59,349
Bituminous MSAS BituminousCost Group 7
Length * Quantity *UnitCost
0.11 * 11535 * 65 $82,475
Excavation MSAS ExcavationCost Group 7
Length * Quantity *UnitCost
0.11 * 45838 * 9.36 $47,195
Storm Sewer MSAS Storm SewerCost Group 7
Length * UnitCost 0.11 * 218000 $23,980
Sidewalk MSAS Sidewalk CostGroup 7
Length * UnitCost *FeetPerMile *SidewalkWidth
0.11 * 5.66 * 5280 *10
$32,873
Street Lighting MSAS StreetLighting Cost Group7
Length * UnitCost 0.11 * 100000 $11,000
Curb and Gutter MSAS Curb AndGutter Cost Group 7
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.11 * 16.36 * 5280 *2
$19,004
Signal Leg MSAS TrafficSignals Cost Group7
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 379726 * 0.220 $83,540
Total $463,266
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-389-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2250 Present AADT 2250
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2002 Year of Latest SA Fund 2002
RECONSTRUCTED UNDER PLAN #SAP 128-389-009
Comments RECONSTRUCTED UNDER PLAN #SAP 128-389-009
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.6 * 19628 * 14.18 $166,995
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.6 * 4773 * 65 $186,147
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.6 * 25188 * 9.36 $141,456
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.6 * 184000 $110,400
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.6 * 5.66 * 5280 * 10 $179,309
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.6 * 100000 $60,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.6 * 16.36 * 5280 * 2 $103,657
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 947964 * 0.220 $208,552
Total $1,156,516
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-389-015
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2250 Present AADT 2250
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
RECONSTRUCTED UNDER PLAN #SAP 128-389-009
CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Comments RECONSTRUCTED UNDER PLAN #SAP 128-389-009
CHANGED PROPOSED ROADWAYWIDTH TO EXISTING WIDTH ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.25 * 19628 * 14.18 $69,581
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.25 * 4773 * 65 $77,561
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.25 * 25188 * 9.36 $58,940
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.25 * 184000 $46,000
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.25 * 5.66 * 5280 *10
$74,712
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.25 * 100000 $25,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.25 * 16.36 * 5280 *2
$43,190
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 446909 * 0.220 $98,320
Total $545,229
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-389-030
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
WINNETKA AVE TO WISCONSINAVE
Termini WINNETKA AVE TO WISCONSINAVE
0.3 Length 0.3
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
1 Existing Number of Signal Legs 1
5700 Present AADT 5700
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.3 * 27907 * 14.18 $118,716
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.3 * 5834 * 65 $113,763
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.3 * 32795 * 9.36 $92,088
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.3 * 196400 $58,920
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.3 * 5.66 * 5280 * 10 $89,654
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.3 * 100000 $30,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.3 * 16.36 * 5280 * 4 $103,657
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 658723 * 0.220 $144,919
Total $803,642
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-389-040
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
WISCONSIN AVE TO BOONE AVE Termini WISCONSIN AVE TO BOONE AVE
0.26 Length 0.26
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
3600 Present AADT 3600
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1986 Year of Latest SA Fund 1986
Comments
Segment Override
Culvert Information Status: Original
Original Current
096471 Structure Number 096471
0.18 Milepoint 0.18
BASSETT CREEK Feature Crossed BASSETT CREEK
2 Barrels 2
8 Culvert Height 8
20 Culvert Width 20
1986 Year Built 1986
Comments
4 ( 2000 - 4999 ) Culvert Group Code 4 ( 2000 - 4999 )
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.26 * 19628 * 14.18 $72,365
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.26 * 4773 * 65 $80,664
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.26 * 25188 * 9.36 $61,298
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.26 * 184000 $47,840
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.26 * 5.66 * 5280 *10
$77,700
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.26 * 100000 $26,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.26 * 16.36 * 5280 *2
$44,918
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Culvert MSAS Culvert TGCGroup 4
CulvertWidth *NeedsWidth *UnitCost *NumOfBarrels
20 * 40 * 95.2 * 2 $152,320
Engineering Cost Percent of costs 615030 * 0.220 $135,307
Total $750,337
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-389-060
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2650 Present AADT 2650
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.12 * 19628 * 14.18 $33,399
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.12 * 4773 * 65 $37,229
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.12 * 25188 * 9.36 $28,291
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.12 * 184000 $22,080
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 241517 * 0.220 $53,134
Total $294,651
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-389-080
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
DECATUR AVE N TO E FR RD OFTH 169
Termini DECATUR AVE N TO E FR RD OFTH 169
0.38 Length 0.38
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1550 Present AADT 1550
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1991 Year of Latest SA Fund 1991
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.38 * 10176 * 14.18 $54,832
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.38 * 3978 * 65 $98,257
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.38 * 17698 * 9.36 $62,948
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.38 * 174800 $66,424
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.38 * 5.66 * 5280 *10
$113,562
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.38 * 100000 $38,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.38 * 16.36 * 5280 *2
$65,649
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 499672 * 0.220 $109,928
Total $609,600
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-391-020
Original Current
HAROLD AVENUE Street Name HAROLD AVENUE
WINNETKA AVENUE TOGLENWOOD AVENUE
Termini WINNETKA AVENUE TOGLENWOOD AVENUE
0.53 Length 0.53
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1250 Present AADT 1250
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.53 * 10176 * 14.18 $76,477
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.53 * 3978 * 65 $137,042
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.53 * 17698 * 9.36 $87,796
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.53 * 174800 $92,644
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.53 * 5.66 * 5280 *10
$158,389
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.53 * 100000 $53,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.53 * 16.36 * 5280 *2
$91,564
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 696912 * 0.220 $153,321
Total $850,233
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-392-010
Original Current
MEADOW LANE Street Name MEADOW LANE
GLENWOOD AVENUE TO TH 55 Termini GLENWOOD AVENUE TO TH 55
0.5 Length 0.5
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
620 Present AADT 620
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2002 Year of Latest SA Fund 2002
RECONSTRUCTED UNDER PLAN #SAP 128-392-010
Comments RECONSTRUCTED UNDER PLAN #SAP 128-392-010
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.5 * 10176 * 14.18 $72,148
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.5 * 3978 * 65 $129,285
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.5 * 17698 * 9.36 $82,827
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.5 * 174800 $87,400
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.5 * 5.66 * 5280 * 10 $149,424
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.5 * 100000 $50,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.5 * 16.36 * 5280 * 2 $86,381
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 709390 * 0.220 $156,066
Total $865,456
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-393-005
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
9800 Present AADT 9800
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
0 Year of Latest SA Fund 0
I-394 FRONTAGE ROADTURNBACK 2013
Comments I-394 FRONTAGE ROADTURNBACK 2013
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 6
Length * Quantity *UnitCost
0.12 * 31460 * 14.18 $53,532
Bituminous MSAS BituminousCost Group 6
Length * Quantity *UnitCost
0.12 * 8287 * 65 $64,639
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
0.12 * 37918 * 9.36 $42,589
Storm Sewer MSAS Storm SewerCost Group 6
Length * UnitCost 0.12 * 205600 $24,672
Sidewalk MSAS Sidewalk CostGroup 6
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group6
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 6
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group6
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 254025 * 0.220 $55,886
Total $309,911
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-393-007
Original Current
I-394 FRONTAGE ROAD Street Name I-394 FRONTAGE ROAD
HAMPSHIRE AVE TO FLORIDAAVE
Termini HAMPSHIRE AVE TO FLORIDAAVE
0.1 Length 0.1
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4250 Present AADT 4250
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.1 * 19628 * 14.18 $27,833
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.1 * 4773 * 65 $31,025
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.1 * 25188 * 9.36 $23,576
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.1 * 184000 $18,400
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.1 * 5.66 * 5280 * 10 $29,885
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.1 * 100000 $10,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.1 * 16.36 * 5280 * 2 $17,276
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 157995 * 0.220 $34,759
Total $192,754
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-393-009
Original Current
I-394 FRONTAGE ROAD Street Name I-394 FRONTAGE ROAD
FLORIDA AVE TO N E FRONTAGERD
Termini FLORIDA AVE TO N E FRONTAGERD
0.09 Length 0.09
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4250 Present AADT 4250
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.09 * 19628 * 14.18 $25,049
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.09 * 4773 * 65 $27,922
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.09 * 25188 * 9.36 $21,218
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.09 * 184000 $16,560
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.09 * 5.66 * 5280 *10
$26,896
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.09 * 100000 $9,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.09 * 16.36 * 5280 *2
$15,549
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 142194 * 0.220 $31,283
Total $173,477
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-393-015
Original Current
I-394 FRONTAGE ROAD Street Name I-394 FRONTAGE ROAD
N E FRONTAGE RD TO 0.06 M E Termini N E FRONTAGE RD TO 0.06 M E
0.06 Length 0.06
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4250 Present AADT 4250
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.06 * 19628 * 14.18 $16,700
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.06 * 4773 * 65 $18,615
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.06 * 25188 * 9.36 $14,146
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.06 * 184000 $11,040
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.06 * 5.66 * 5280 *10
$17,931
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.06 * 100000 $6,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.06 * 16.36 * 5280 *2
$10,366
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 94798 * 0.220 $20,856
Total $115,654
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-393-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3600 Present AADT 3600
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
COMMON BOUNDARYDESIGNATION WAS REMOVEDAND LENGTH DOUBLED IN 2002
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Comments COMMON BOUNDARYDESIGNATION WAS REMOVEDAND LENGTH DOUBLED IN 2002
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.06 * 19628 * 14.18 $16,700
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.06 * 4773 * 65 $18,615
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.06 * 25188 * 9.36 $14,146
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.06 * 184000 $11,040
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.06 * 5.66 * 5280 *10
$17,931
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.06 * 100000 $6,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.06 * 16.36 * 5280 *2
$10,366
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 94798 * 0.220 $20,856
Total $115,654
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-393-025
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3600 Present AADT 3600
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.12 * 19628 * 14.18 $33,399
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.12 * 4773 * 65 $37,229
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.12 * 25188 * 9.36 $28,291
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.12 * 184000 $22,080
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 189592 * 0.220 $41,710
Total $231,302
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-393-030
Original Current
GOLDEN HILLS DRIVE Street Name GOLDEN HILLS DRIVE
COLORADO AVE TO XENIA Termini COLORADO AVE TO XENIA
0.33 Length 0.33
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
6100 Present AADT 6100
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE.3/27/07 SL
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
696372P USDOT Number 696372P
0.19 Milepoint 0.19
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.33 * 27907 * 14.18 $130,588
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.33 * 5834 * 65 $125,139
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.33 * 32795 * 9.36 $101,297
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.33 * 196400 $64,812
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.33 * 5.66 * 5280 *10
$98,620
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.33 * 100000 $33,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.33 * 16.36 * 5280 *2
$57,011
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 662392 * 0.220 $145,726
Total $808,118
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-394-010
Original Current
ZENITH AVENUE Street Name ZENITH AVENUE
GLENWOOD PARKWAY TO 26THAVENUE NORTH
Termini GLENWOOD PARKWAY TO 26THAVENUE NORTH
0.35 Length 0.35
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
0 Existing Number of Signal Legs 0
2750 Present AADT 2750
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.35 * 19628 * 14.18 $97,414
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.35 * 4773 * 65 $108,586
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.35 * 25188 * 9.36 $82,516
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.35 * 184000 $64,400
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.35 * 5.66 * 5280 *10
$104,597
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.35 * 100000 $35,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.35 * 16.36 * 5280 *4
$120,933
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 613446 * 0.220 $134,958
Total $748,404
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-395-010
Original Current
OLYMPIA STREET Street Name OLYMPIA STREET
CSAH 102 TO FLORIDA AVE Termini CSAH 102 TO FLORIDA AVE
0.12 Length 0.12
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1650 Present AADT 1650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1968 Year of Latest SA Fund 1968
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.
REMOVED SIDEWALK AND C+GNEEDS IN 2002 SINCE THEY WERECONSTUCTED AND ARE NOWADEQUATE DUE TO NEWCONSTRUCTION - MJC
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.12 * 10176 * 14.18 $17,315
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.12 * 3978 * 65 $31,028
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.12 * 17698 * 9.36 $19,878
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.12 * 174800 $20,976
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 157790 * 0.220 $34,714
Total $192,504
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-395-011
Original Current
OLYMPIA STREET Street Name OLYMPIA STREET
FLORIDA AVE TO JERSEY AVE Termini FLORIDA AVE TO JERSEY AVE
0.25 Length 0.25
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1650 Present AADT 1650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.25 * 10176 * 14.18 $36,074
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.25 * 3978 * 65 $64,643
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.25 * 17698 * 9.36 $41,413
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.25 * 174800 $43,700
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.25 * 5.66 * 5280 *10
$74,712
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.25 * 100000 $25,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.25 * 16.36 * 5280 *2
$43,190
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 328732 * 0.220 $72,321
Total $401,053
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-395-020
Original Current
OLYMPIA STREET Street Name OLYMPIA STREET
JERSEY AVE TO LOUISIANA AVE Termini JERSEY AVE TO LOUISIANA AVE
0.12 Length 0.12
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1650 Present AADT 1650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1968 Year of Latest SA Fund 1968
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.12 * 10176 * 14.18 $17,315
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.12 * 3978 * 65 $31,028
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.12 * 17698 * 9.36 $19,878
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.12 * 174800 $20,976
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 157790 * 0.220 $34,714
Total $192,504
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-395-023
Original Current
OLYMPIA STREET Street Name OLYMPIA STREET
LOUISIANA AVE TOPENNSYLVANIA AVE
Termini LOUISIANA AVE TOPENNSYLVANIA AVE
0.26 Length 0.26
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1650 Present AADT 1650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1968 Year of Latest SA Fund 1968
OVERLAYED IN 2001 USINGLOCAL FUNDS
Comments OVERLAYED IN 2001 USINGLOCAL FUNDS
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.26 * 10176 * 14.18 $37,517
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.26 * 3978 * 65 $67,228
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.26 * 17698 * 9.36 $43,070
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.26 * 174800 $45,448
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.26 * 5.66 * 5280 *10
$77,700
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.26 * 100000 $26,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.26 * 16.36 * 5280 *2
$44,918
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 341881 * 0.220 $75,214
Total $417,095
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-395-030
Original Current
OLYMPIA STREET Street Name OLYMPIA STREET
PENNSYLVANIA AVENUE TOWINNETKA AVENUE
Termini PENNSYLVANIA AVENUE TOWINNETKA AVENUE
0.25 Length 0.25
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
1100 Present AADT 1100
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.25 * 10176 * 14.18 $36,074
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.25 * 3978 * 65 $64,643
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.25 * 17698 * 9.36 $41,413
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.25 * 174800 $43,700
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.25 * 5.66 * 5280 *10
$74,712
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.25 * 100000 $25,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.25 * 16.36 * 5280 *2
$43,190
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 380657 * 0.220 $83,745
Total $464,402
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-406-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
4750 Present AADT 4750
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1984 Year of Latest SA Fund 1984
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
908832E USDOT Number 908832E
0.13 Milepoint 0.13
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.13 * 19628 * 14.18 $36,182
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.13 * 4773 * 65 $40,332
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.13 * 25188 * 9.36 $30,649
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.13 * 184000 $23,920
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *2
$22,459
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 257317 * 0.220 $56,610
Total $313,927
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-406-025
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
M N & S RR TO COLORADO AVESOUTH
Termini M N & S RR TO COLORADO AVESOUTH
0.2 Length 0.2
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4750 Present AADT 4750
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1980 Year of Latest SA Fund 1980
THIS SECTION WAS OVERLAYEDIN 2001 USING LOCAL FUNDS
Comments THIS SECTION WAS OVERLAYEDIN 2001 USING LOCAL FUNDS
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
696296Y USDOT Number 696296Y
0.06 Milepoint 0.06
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.2 * 19628 * 14.18 $55,665
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.2 * 4773 * 65 $62,049
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.2 * 25188 * 9.36 $47,152
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.2 * 184000 $36,800
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.2 * 5.66 * 5280 * 10 $59,770
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.2 * 100000 $20,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.2 * 16.36 * 5280 * 2 $34,552
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 315988 * 0.220 $69,517
Total $385,505
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-406-030
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
COLORADO AVE S TO FLORIDAAVE S
Termini COLORADO AVE S TO FLORIDAAVE S
0.18 Length 0.18
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4750 Present AADT 4750
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1987 Year of Latest SA Fund 1987
THE WEST 1/2 OF THIS SEGMENTWAS RECONSTRUCTED USINGENCAPSULATED POLYSTYRENEBLOCKS TO CORRECT PEATSUBGRADE SOILS. THE EAST 1/2WAS OVERLAYED. THECONSTRUCTION WASCOMPLETED IN 2001.
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.18 * 19628 * 14.18 $50,099
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.18 * 4773 * 65 $55,844
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.18 * 25188 * 9.36 $42,437
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.18 * 184000 $33,120
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.18 * 5.66 * 5280 *10
$53,793
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.18 * 100000 $18,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.18 * 16.36 * 5280 *2
$31,097
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 284390 * 0.220 $62,566
Total $346,956
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-406-034
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
FLORIDA AVE SO TO HAMPSHIREAVE SO
Termini FLORIDA AVE SO TO HAMPSHIREAVE SO
0.12 Length 0.12
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4500 Present AADT 4500
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.12 * 19628 * 14.18 $33,399
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.12 * 4773 * 65 $37,229
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.12 * 25188 * 9.36 $28,291
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.12 * 184000 $22,080
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 189592 * 0.220 $41,710
Total $231,302
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-406-037
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
HAMPSHIRE AVE SO TO JERSEYAVE SO
Termini HAMPSHIRE AVE SO TO JERSEYAVE SO
0.1 Length 0.1
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
4500 Present AADT 4500
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.1 * 19628 * 14.18 $27,833
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.1 * 4773 * 65 $31,025
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.1 * 25188 * 9.36 $23,576
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.1 * 184000 $18,400
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.1 * 5.66 * 5280 * 10 $29,885
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.1 * 100000 $10,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.1 * 16.36 * 5280 * 2 $17,276
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 157995 * 0.220 $34,759
Total $192,754
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-406-040
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
JERSEY AVENUE TO LOUISIANAAVENUE
Termini JERSEY AVENUE TO LOUISIANAAVENUE
0.14 Length 0.14
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
5200 Present AADT 5200
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.14 * 27907 * 14.18 $55,401
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.14 * 5834 * 65 $53,089
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.14 * 32795 * 9.36 $42,975
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.14 * 196400 $27,496
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.14 * 5.66 * 5280 *10
$41,839
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.14 * 100000 $14,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.14 * 16.36 * 5280 *2
$24,187
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 310912 * 0.220 $68,401
Total $379,313
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-406-045
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
LOUISIANA AVE TO 650' WEST Termini LOUISIANA AVE TO 650' WEST
0.12 Length 0.12
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5500 Present AADT 5500
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
REMOVED SIDEWALK NEEDS ASTHIS SEGMENT IS ADEQUATE. SL3/27/07
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.12 * 27907 * 14.18 $47,487
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.12 * 5834 * 65 $45,505
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.12 * 32795 * 9.36 $36,835
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.12 * 196400 $23,568
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 221988 * 0.220 $48,837
Total $270,825
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-406-050
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
650' W OF LOUISIANA AVE TOPENNSYLVANIA AVE
Termini 650' W OF LOUISIANA AVE TOPENNSYLVANIA AVE
0.15 Length 0.15
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5500 Present AADT 5500
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.15 * 27907 * 14.18 $59,358
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.15 * 5834 * 65 $56,882
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.15 * 32795 * 9.36 $46,044
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.15 * 196400 $29,460
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.15 * 5.66 * 5280 *10
$44,827
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.15 * 100000 $15,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.15 * 16.36 * 5280 *2
$25,914
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 277485 * 0.220 $61,047
Total $338,532
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-406-060
Original Current
LAUREL AVENUE Street Name LAUREL AVENUE
PENNSYLVANIA AVENUE TOWINNETKA AVENUE
Termini PENNSYLVANIA AVENUE TOWINNETKA AVENUE
0.26 Length 0.26
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3950 Present AADT 3950
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
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
RECONSTRUCTED IN 2003/2004SAP 128-406-15
Comments RECONSTRUCTED IN 2003/2004SAP 128-406-15
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.26 * 19628 * 14.18 $72,365
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.26 * 4773 * 65 $80,664
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.26 * 25188 * 9.36 $61,298
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.26 * 184000 $47,840
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.26 * 5.66 * 5280 *10
$77,700
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.26 * 100000 $26,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.26 * 16.36 * 5280 *2
$44,918
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 410785 * 0.220 $90,373
Total $501,158
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-407-005
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
2 Existing Number of Signal Legs 2
7900 Present AADT 7900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1700 Year of Latest SA Fund 1700
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.13 * 27907 * 14.18 $51,444
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.13 * 5834 * 65 $49,297
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.13 * 32795 * 9.36 $39,905
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.13 * 196400 $25,532
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *2
$22,459
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 344337 * 0.220 $75,754
Total $420,091
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-407-010
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
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
7900 Present AADT 7900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.32 * 27907 * 14.18 $126,631
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.32 * 5834 * 65 $121,347
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.32 * 32795 * 9.36 $98,228
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.32 * 196400 $62,848
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.32 * 5.66 * 5280 *10
$95,631
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.32 * 100000 $32,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.32 * 16.36 * 5280 *4
$110,567
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 751102 * 0.220 $165,242
Total $916,344
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-407-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
2 Existing Number of Signal Legs 2
7900 Present AADT 7900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1970 Year of Latest SA Fund 1970
Comments
Segment Override
Culvert Information Status: Original
Original Current
092638 Structure Number 092638
0.37 Milepoint 0.37
BASSETT CREEK Feature Crossed BASSETT CREEK
2 Barrels 2
8 Culvert Height 8
20 Culvert Width 20
1969 Year Built 1969
Comments
5 ( 5000 - 8999 ) Culvert Group Code 5 ( 5000 - 8999 )
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.39 * 27907 * 14.18 $154,331
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.39 * 5834 * 65 $147,892
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.39 * 32795 * 9.36 $119,715
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.39 * 196400 $76,596
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.39 * 5.66 * 5280 *10
$116,551
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.39 * 100000 $39,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.39 * 16.36 * 5280 *2
$67,377
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Culvert MSAS Culvert TGCGroup 5
CulvertWidth *NeedsWidth *UnitCost *NumOfBarrels
20 * 48 * 95.2 * 2 $182,784
Engineering Cost Percent of costs 1008096 * 0.220 $221,781
Total $1,229,877
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-407-030
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
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
6600 Present AADT 6600
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1975 Year of Latest SA Fund 1975
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.08 * 27907 * 14.18 $31,658
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.08 * 5834 * 65 $30,337
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.08 * 32795 * 9.36 $24,557
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.08 * 196400 $15,712
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.08 * 5.66 * 5280 *10
$23,908
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.08 * 100000 $8,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.08 * 16.36 * 5280 *4
$27,642
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 265664 * 0.220 $58,446
Total $324,110
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-407-040
Original Current
BOONE AVENUE Street Name BOONE AVENUE
7TH AVENUE TO PLYMOUTHAVENUE
Termini 7TH AVENUE TO PLYMOUTHAVENUE
0.42 Length 0.42
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
3 Existing Number of Signal Legs 3
6600 Present AADT 6600
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1975 Year of Latest SA Fund 1975
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
185041R USDOT Number 185041R
0.35 Milepoint 0.35
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.42 * 27907 * 14.18 $166,203
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.42 * 5834 * 65 $159,268
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.42 * 32795 * 9.36 $128,924
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.42 * 196400 $82,488
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.42 * 5.66 * 5280 *10
$125,516
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.42 * 100000 $42,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.42 * 16.36 * 5280 *2
$72,560
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
3 * 207700 / 4 $155,775
Engineering Cost Percent of costs 932734 * 0.220 $205,201
Total $1,137,935
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-408-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1000 Present AADT 1000
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1967 Year of Latest SA Fund 1967
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
185033Y USDOT Number 185033Y
0.33 Milepoint 0.33
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.33 * 10176 * 14.18 $47,618
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.33 * 3978 * 65 $85,328
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.33 * 17698 * 9.36 $54,666
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.33 * 174800 $57,684
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.33 * 5.66 * 5280 *10
$98,620
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.33 * 100000 $33,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.33 * 16.36 * 5280 *2
$57,011
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 433927 * 0.220 $95,464
Total $529,391
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-408-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1300 Present AADT 1300
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1967 Year of Latest SA Fund 1967
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.21 * 10176 * 14.18 $30,302
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.21 * 3978 * 65 $54,300
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.21 * 17698 * 9.36 $34,787
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.21 * 174800 $36,708
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.21 * 5.66 * 5280 *10
$62,758
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.21 * 100000 $21,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.21 * 16.36 * 5280 *2
$36,280
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 276135 * 0.220 $60,750
Total $336,885
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-409-010
Original Current
LINDSAY STREET Street Name LINDSAY STREET
TRUNK HIGHWAY 100 TO ZANEAVENUE
Termini TRUNK HIGHWAY 100 TO ZANEAVENUE
0.27 Length 0.27
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
245 Present AADT 245
2 ( 1 - 499 ) Traffic Group Code 2 ( 1 - 499 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 2
Length * Quantity *UnitCost
0.27 * 4691 * 14.18 $17,960
Bituminous MSAS BituminousCost Group 2
Length * Quantity *UnitCost
0.27 * 3182 * 65 $55,844
Excavation MSAS ExcavationCost Group 2
Length * Quantity *UnitCost
0.27 * 12496 * 9.36 $31,580
Storm Sewer MSAS Storm SewerCost Group 2
Length * UnitCost 0.27 * 165500 $44,685
Sidewalk MSAS Sidewalk CostGroup 2
Length * UnitCost *FeetPerMile *SidewalkWidth
0.27 * 5.66 * 5280 * 5 $40,344
Street Lighting MSAS StreetLighting Cost Group2
Length * UnitCost 0.27 * 100000 $27,000
Curb and Gutter MSAS Curb AndGutter Cost Group 2
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.27 * 16.36 * 5280 *2
$46,646
Signal Leg MSAS TrafficSignals Cost Group2
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 264059 * 0.220 $58,093
Total $322,152
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-410-010
Original Current
NEVADA AVENUE Street Name NEVADA AVENUE
MEDICINE LAKE ROAD TOSANDBURG ROAD
Termini MEDICINE LAKE ROAD TOSANDBURG ROAD
0.26 Length 0.26
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
3900 Present AADT 3900
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1982 Year of Latest SA Fund 1982
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.26 * 19628 * 14.18 $72,365
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.26 * 4773 * 65 $80,664
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.26 * 25188 * 9.36 $61,298
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.26 * 184000 $47,840
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.26 * 5.66 * 5280 *10
$77,700
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.26 * 100000 $26,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.26 * 16.36 * 5280 *2
$44,918
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 462710 * 0.220 $101,796
Total $564,506
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-410-020
Original Current
SANDBURG ROAD Street Name SANDBURG ROAD
NEVADA AVENUE NORTH TOSANDBURG LANE
Termini NEVADA AVENUE NORTH TOSANDBURG LANE
0.28 Length 0.28
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3900 Present AADT 3900
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1982 Year of Latest SA Fund 1982
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.28 * 19628 * 14.18 $77,931
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.28 * 4773 * 65 $86,869
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.28 * 25188 * 9.36 $66,013
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.28 * 184000 $51,520
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.28 * 5.66 * 5280 *10
$83,677
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.28 * 100000 $28,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.28 * 16.36 * 5280 *2
$48,373
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 442383 * 0.220 $97,324
Total $539,707
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-410-030
Original Current
SANDBURG ROAD Street Name SANDBURG ROAD
SANDBURG LANE TO CSAH 102 Termini SANDBURG LANE TO CSAH 102
0.33 Length 0.33
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3200 Present AADT 3200
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.33 * 19628 * 14.18 $91,847
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.33 * 4773 * 65 $102,381
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.33 * 25188 * 9.36 $77,801
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.33 * 184000 $60,720
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.33 * 5.66 * 5280 *10
$98,620
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.33 * 100000 $33,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.33 * 16.36 * 5280 *2
$57,011
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 521380 * 0.220 $114,704
Total $636,084
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-010
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
WINNETKA AVE. TO RHODEISLAND AVE.
Termini WINNETKA AVE. TO RHODEISLAND AVE.
0.16 Length 0.16
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
2 Existing Number of Signal Legs 2
7600 Present AADT 7600
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1994 Year of Latest SA Fund 1994
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.16 * 27907 * 14.18 $63,315
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.16 * 5834 * 65 $60,674
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.16 * 32795 * 9.36 $49,114
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.16 * 196400 $31,424
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.16 * 5.66 * 5280 *10
$47,816
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.16 * 100000 $16,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.16 * 16.36 * 5280 *4
$55,284
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
2 * 207700 / 4 $103,850
Engineering Cost Percent of costs 427477 * 0.220 $94,045
Total $521,522
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-015
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
RHODE ISLAND AVE TOPENNSYLVANIA AVE
Termini RHODE ISLAND AVE TOPENNSYLVANIA AVE
0.11 Length 0.11
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
7300 Present AADT 7300
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1989 Year of Latest SA Fund 1989
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.11 * 27907 * 14.18 $43,529
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.11 * 5834 * 65 $41,713
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.11 * 32795 * 9.36 $33,766
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.11 * 196400 $21,604
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.11 * 5.66 * 5280 *10
$32,873
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.11 * 100000 $11,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.11 * 16.36 * 5280 *2
$19,004
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 255414 * 0.220 $56,191
Total $311,605
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-020
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
PENNSYLVANIA AVE TO C.N &W.RY.
Termini PENNSYLVANIA AVE TO C.N &W.RY.
0.41 Length 0.41
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5900 Present AADT 5900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1989 Year of Latest SA Fund 1989
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
185036U USDOT Number 185036U
0.4 Milepoint 0.4
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.41 * 27907 * 14.18 $162,246
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.41 * 5834 * 65 $155,476
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.41 * 32795 * 9.36 $125,854
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.41 * 196400 $80,524
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.41 * 5.66 * 5280 *10
$122,528
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.41 * 100000 $41,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.41 * 16.36 * 5280 *2
$70,832
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 758460 * 0.220 $166,861
Total $925,321
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-023
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5900 Present AADT 5900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1989 Year of Latest SA Fund 1989
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.31 * 27907 * 14.18 $122,674
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.31 * 5834 * 65 $117,555
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.31 * 32795 * 9.36 $95,158
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.31 * 196400 $60,884
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.31 * 5.66 * 5280 *10
$92,643
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.31 * 100000 $31,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.31 * 16.36 * 5280 *2
$53,556
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 573470 * 0.220 $126,163
Total $699,633
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-025
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
551' SW TO 463' NE OF DOUGLASDRIVE
Termini 551' SW TO 463' NE OF DOUGLASDRIVE
0.19 Length 0.19
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
5900 Present AADT 5900
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1984 Year of Latest SA Fund 1984
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.19 * 27907 * 14.18 $75,187
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.19 * 5834 * 65 $72,050
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.19 * 32795 * 9.36 $58,323
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.19 * 196400 $37,316
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.19 * 5.66 * 5280 *10
$56,781
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.19 * 100000 $19,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.19 * 16.36 * 5280 *2
$32,825
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 351482 * 0.220 $77,326
Total $428,808
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-030
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
3350 Present AADT 3350
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2006 Year of Latest SA Fund 2006
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.1 * 19628 * 14.18 $27,833
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.1 * 4773 * 65 $31,025
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.1 * 25188 * 9.36 $23,576
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.1 * 184000 $18,400
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.1 * 5.66 * 5280 * 10 $29,885
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.1 * 100000 $10,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.1 * 16.36 * 5280 * 2 $17,276
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 157995 * 0.220 $34,759
Total $192,754
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-040
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
ZANE AVENUE TO .14 MI EAST Termini ZANE AVENUE TO .14 MI EAST
0.14 Length 0.14
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2550 Present AADT 2550
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2006 Year of Latest SA Fund 2006
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.14 * 19628 * 14.18 $38,966
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.14 * 4773 * 65 $43,434
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.14 * 25188 * 9.36 $33,006
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.14 * 184000 $25,760
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.14 * 5.66 * 5280 *10
$41,839
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.14 * 100000 $14,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.14 * 16.36 * 5280 *2
$24,187
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 221192 * 0.220 $48,662
Total $269,854
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-050
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
.14 MI EAST OF ZANE AVE TOXENIA AVE. N.
Termini .14 MI EAST OF ZANE AVE TOXENIA AVE. N.
0.09 Length 0.09
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2550 Present AADT 2550
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2006 Year of Latest SA Fund 2006
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.09 * 19628 * 14.18 $25,049
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.09 * 4773 * 65 $27,922
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.09 * 25188 * 9.36 $21,218
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.09 * 184000 $16,560
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.09 * 5.66 * 5280 *10
$26,896
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.09 * 100000 $9,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.09 * 16.36 * 5280 *2
$15,549
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 142194 * 0.220 $31,283
Total $173,477
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-411-060
Original Current
GOLDEN VALLEY ROAD Street Name GOLDEN VALLEY ROAD
ZENIA AVE N TO TH 100 Termini ZENIA AVE N TO TH 100
0.13 Length 0.13
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2550 Present AADT 2550
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2006 Year of Latest SA Fund 2006
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
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.13 * 19628 * 14.18 $36,182
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.13 * 4773 * 65 $40,332
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.13 * 25188 * 9.36 $30,649
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.13 * 184000 $23,920
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *2
$22,459
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 205392 * 0.220 $45,186
Total $250,578
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-412-010
Original Current
10TH AVENUE NORTH Street Name 10TH AVENUE NORTH
T.H. 169 TO DECATUR AVENUE Termini T.H. 169 TO DECATUR AVENUE
0.44 Length 0.44
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
1550 Present AADT 1550
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1970 Year of Latest SA Fund 1970
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
185043E USDOT Number 185043E
0.08 Milepoint 0.08
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.44 * 10176 * 14.18 $63,490
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.44 * 3978 * 65 $113,771
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.44 * 17698 * 9.36 $72,887
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.44 * 174800 $76,912
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.44 * 5.66 * 5280 *10
$131,493
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.44 * 100000 $44,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.44 * 16.36 * 5280 *2
$76,015
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 630493 * 0.220 $138,708
Total $769,201
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-412-011
Original Current
10TH AVENUE NORTH Street Name 10TH AVENUE NORTH
DECATUR AVENUE TO BOONEAVENUE
Termini DECATUR AVENUE TO BOONEAVENUE
0.13 Length 0.13
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
1550 Present AADT 1550
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1969 Year of Latest SA Fund 1969
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.13 * 10176 * 14.18 $18,758
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.13 * 3978 * 65 $33,614
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.13 * 17698 * 9.36 $21,535
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.13 * 174800 $22,724
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *2
$22,459
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 222865 * 0.220 $49,030
Total $271,895
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-412-020
Original Current
10TH AVENUE NORTH Street Name 10TH AVENUE NORTH
BOONE AVE TO WISCONSINAVENUE
Termini BOONE AVE TO WISCONSINAVENUE
0.24 Length 0.24
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2400 Present AADT 2400
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1971 Year of Latest SA Fund 1971
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.24 * 19628 * 14.18 $66,798
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.24 * 4773 * 65 $74,459
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.24 * 25188 * 9.36 $56,582
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.24 * 184000 $44,160
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.24 * 5.66 * 5280 *10
$71,724
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.24 * 100000 $24,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.24 * 16.36 * 5280 *2
$41,463
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 431111 * 0.220 $94,844
Total $525,955
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-412-021
Original Current
10TH AVENUE NORTH Street Name 10TH AVENUE NORTH
WISCONSIN AVENUE TOWINNETKA AVENUE
Termini WISCONSIN AVENUE TOWINNETKA AVENUE
0.24 Length 0.24
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2400 Present AADT 2400
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1976 Year of Latest SA Fund 1976
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.24 * 19628 * 14.18 $66,798
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.24 * 4773 * 65 $74,459
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.24 * 25188 * 9.36 $56,582
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.24 * 184000 $44,160
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.24 * 5.66 * 5280 *10
$71,724
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.24 * 100000 $24,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.24 * 16.36 * 5280 *2
$41,463
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 431111 * 0.220 $94,844
Total $525,955
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Revised
City Name : GOLDEN VALLEY Segment Nbr : 128-412-030
Original Current
10TH AVENUE NORTH Street Name 10TH AVENUE NORTH
WINNETKA AVE TO RHODEISLAND AVE
Termini WINNETKA AVE TO RHODEISLAND AVE
0.12 Length 0.12
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
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
BASSETT CREEK Feature Crossed BASSETT CREEK
1 Barrels 2
25 Culvert Height 6
9.5 Culvert Width 8
1980 Year Built 2017
Comments verified in bridge log W.L.
4 ( 2000 - 4999 ) Culvert Group Code 4 ( 2000 - 4999 )
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.12 * 19628 * 14.18 $33,399
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.12 * 4773 * 65 $37,229
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.12 * 25188 * 9.36 $28,291
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.12 * 184000 $22,080
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.12 * 5.66 * 5280 *10
$35,862
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.12 * 100000 $12,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.12 * 16.36 * 5280 *2
$20,731
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Culvert MSAS Culvert TGCGroup 4
CulvertWidth *NeedsWidth *UnitCost *NumOfBarrels
8 * 40 * 95.2 * 2 $60,928
Engineering Cost Percent of costs 302445 * 0.220 $66,538
Total $368,983
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-415-010
Original Current
MENDELSSOHN AVENUE Street Name MENDELSSOHN AVENUE
GOLDEN VALLEY ROAD TOPLYMOUTH AVE
Termini GOLDEN VALLEY ROAD TOPLYMOUTH AVE
0.57 Length 0.57
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
5300 Present AADT 5300
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1993 Year of Latest SA Fund 1993
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
185045T USDOT Number 185045T
0.5 Milepoint 0.5
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.57 * 27907 * 14.18 $225,561
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.57 * 5834 * 65 $216,150
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.57 * 32795 * 9.36 $174,968
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.57 * 196400 $111,948
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.57 * 5.66 * 5280 *10
$170,343
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.57 * 100000 $57,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.57 * 16.36 * 5280 *2
$98,474
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 1106369 * 0.220 $243,401
Total $1,349,770
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-415-020
Original Current
MENDELSSOHN AVENUE Street Name MENDELSSOHN AVENUE
PLYMOUTH AVENUE TO DULUTHSTREET
Termini PLYMOUTH AVENUE TO DULUTHSTREET
0.62 Length 0.62
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2800 Present AADT 2800
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
2000 Year of Latest SA Fund 2000
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.62 * 19628 * 14.18 $172,562
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.62 * 4773 * 65 $192,352
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.62 * 25188 * 9.36 $146,171
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.62 * 184000 $114,080
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.62 * 5.66 * 5280 *10
$185,286
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.62 * 100000 $62,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.62 * 16.36 * 5280 *2
$107,112
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 1031488 * 0.220 $226,927
Total $1,258,415
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-415-030
Original Current
MENDELSSOHN AVENUE Street Name MENDELSSOHN AVENUE
DULUTH ST TO CR 70 (MEDICINELAKE RD)
Termini DULUTH ST TO CR 70 (MEDICINELAKE RD)
0.45 Length 0.45
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2800 Present AADT 2800
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.45 * 19628 * 14.18 $125,246
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.45 * 4773 * 65 $139,610
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.45 * 25188 * 9.36 $106,092
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.45 * 184000 $82,800
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.45 * 5.66 * 5280 *10
$134,482
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.45 * 100000 $45,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.45 * 16.36 * 5280 *2
$77,743
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 762898 * 0.220 $167,838
Total $930,736
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-418-005
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
Improved Existing Roadway Type Improved
Divided Existing Lane Description Divided
1 Existing Number of Signal Legs 1
7000 Present AADT 7000
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1996 Year of Latest SA Fund 1996
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.05 * 27907 * 14.18 $19,786
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.05 * 5834 * 65 $18,961
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.05 * 32795 * 9.36 $15,348
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.05 * 196400 $9,820
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.05 * 5.66 * 5280 *10
$14,942
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.05 * 100000 $5,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.05 * 16.36 * 5280 *4
$17,276
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 153058 * 0.220 $33,673
Total $186,731
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-418-007
Original Current
RHODE ISLAND AVENUE N Street Name RHODE ISLAND AVENUE N
0.08 M S TO COUNTRY CLUBDRIVE
Termini 0.08 M S TO COUNTRY CLUBDRIVE
0.08 Length 0.08
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
7000 Present AADT 7000
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1996 Year of Latest SA Fund 1996
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.08 * 27907 * 14.18 $31,658
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.08 * 5834 * 65 $30,337
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.08 * 32795 * 9.36 $24,557
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.08 * 196400 $15,712
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.08 * 5.66 * 5280 *10
$23,908
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.08 * 100000 $8,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.08 * 16.36 * 5280 *2
$13,821
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 147993 * 0.220 $32,558
Total $180,551
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-418-010
Original Current
RHODE ISLAND AVENUE N Street Name RHODE ISLAND AVENUE N
COUNTRY CLUB DR TO GOLDENVALLEY RD.
Termini COUNTRY CLUB DR TO GOLDENVALLEY RD.
0.05 Length 0.05
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
5300 Present AADT 5300
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1976 Year of Latest SA Fund 1976
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.05 * 27907 * 14.18 $19,786
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.05 * 5834 * 65 $18,961
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.05 * 32795 * 9.36 $15,348
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.05 * 196400 $9,820
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.05 * 5.66 * 5280 *10
$14,942
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.05 * 100000 $5,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.05 * 16.36 * 5280 *2
$8,638
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 144420 * 0.220 $31,772
Total $176,192
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-418-020
Original Current
RHODE ISLAND AVENUE N Street Name RHODE ISLAND AVENUE N
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1979 Year of Latest SA Fund 1979
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.19 * 19628 * 14.18 $52,882
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.19 * 4773 * 65 $58,947
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.19 * 25188 * 9.36 $44,794
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.19 * 184000 $34,960
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.19 * 5.66 * 5280 *10
$56,781
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.19 * 100000 $19,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.19 * 16.36 * 5280 *2
$32,825
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 352114 * 0.220 $77,465
Total $429,579
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-418-030
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2850 Present AADT 2850
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1980 Year of Latest SA Fund 1980
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.02 * 19628 * 14.18 $5,567
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.02 * 4773 * 65 $6,205
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.02 * 25188 * 9.36 $4,715
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.02 * 184000 $3,680
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.02 * 5.66 * 5280 *10
$5,977
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.02 * 100000 $2,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.02 * 16.36 * 5280 *2
$3,455
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 31599 * 0.220 $6,952
Total $38,551
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-419-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2650 Present AADT 2650
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1979 Year of Latest SA Fund 1979
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.14 * 19628 * 14.18 $38,966
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.14 * 4773 * 65 $43,434
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.14 * 25188 * 9.36 $33,006
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.14 * 184000 $25,760
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.14 * 5.66 * 5280 *10
$41,839
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.14 * 100000 $14,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.14 * 16.36 * 5280 *2
$24,187
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 221192 * 0.220 $48,662
Total $269,854
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-419-020
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1350 Present AADT 1350
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.16 * 10176 * 14.18 $23,087
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.16 * 3978 * 65 $41,371
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.16 * 17698 * 9.36 $26,505
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.16 * 174800 $27,968
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.16 * 5.66 * 5280 *10
$47,816
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.16 * 100000 $16,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.16 * 16.36 * 5280 *2
$27,642
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 210389 * 0.220 $46,286
Total $256,675
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-420-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
2350 Present AADT 2350
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.2 * 19628 * 14.18 $55,665
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.2 * 4773 * 65 $62,049
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.2 * 25188 * 9.36 $47,152
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.2 * 184000 $36,800
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.2 * 5.66 * 5280 * 10 $59,770
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.2 * 100000 $20,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.2 * 16.36 * 5280 * 2 $34,552
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 367913 * 0.220 $80,941
Total $448,854
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-420-020
Original Current
TH 55 N FRONTAGE ROAD Street Name TH 55 N FRONTAGE ROAD
0.20 M S OF DOUGLAS DR TOZANE AVE
Termini 0.20 M S OF DOUGLAS DR TOZANE AVE
0.15 Length 0.15
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
2350 Present AADT 2350
4 ( 2000 - 4999 ) Traffic Group Code 4 ( 2000 - 4999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
Year of Latest SA Fund
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 4
Length * Quantity *UnitCost
0.15 * 19628 * 14.18 $41,749
Bituminous MSAS BituminousCost Group 4
Length * Quantity *UnitCost
0.15 * 4773 * 65 $46,537
Excavation MSAS ExcavationCost Group 4
Length * Quantity *UnitCost
0.15 * 25188 * 9.36 $35,364
Storm Sewer MSAS Storm SewerCost Group 4
Length * UnitCost 0.15 * 184000 $27,600
Sidewalk MSAS Sidewalk CostGroup 4
Length * UnitCost *FeetPerMile *SidewalkWidth
0.15 * 5.66 * 5280 *10
$44,827
Street Lighting MSAS StreetLighting Cost Group4
Length * UnitCost 0.15 * 100000 $15,000
Curb and Gutter MSAS Curb AndGutter Cost Group 4
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.15 * 16.36 * 5280 *2
$25,914
Signal Leg MSAS TrafficSignals Cost Group4
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 236991 * 0.220 $52,138
Total $289,129
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-420-030
Original Current
TH 55 N FRONTAGE ROAD Street Name TH 55 N FRONTAGE ROAD
ZANE AVE TO LILAC DRIVE Termini ZANE AVE TO LILAC DRIVE
0.2 Length 0.2
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
650 Present AADT 650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.2 * 10176 * 14.18 $28,859
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.2 * 3978 * 65 $51,714
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.2 * 17698 * 9.36 $33,131
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.2 * 174800 $34,960
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.2 * 5.66 * 5280 * 10 $59,770
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.2 * 100000 $20,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.2 * 16.36 * 5280 * 2 $34,552
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 262986 * 0.220 $57,857
Total $320,843
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-420-040
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
650 Present AADT 650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.33 * 10176 * 14.18 $47,618
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.33 * 3978 * 65 $85,328
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.33 * 17698 * 9.36 $54,666
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.33 * 174800 $57,684
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.33 * 5.66 * 5280 *10
$98,620
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.33 * 100000 $33,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.33 * 16.36 * 5280 *2
$57,011
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 433927 * 0.220 $95,464
Total $529,391
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-420-050
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
650 Present AADT 650
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.71 * 10176 * 14.18 $102,450
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.71 * 3978 * 65 $183,585
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.71 * 17698 * 9.36 $117,614
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.71 * 174800 $124,108
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.71 * 5.66 * 5280 *10
$212,182
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.71 * 100000 $71,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.71 * 16.36 * 5280 *2
$122,661
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 933600 * 0.220 $205,392
Total $1,138,992
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-421-010
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
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
930 Present AADT 930
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1981 Year of Latest SA Fund 1981
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
854303T USDOT Number 854303T
0.19 Milepoint 0.19
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.21 * 10176 * 14.18 $30,302
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.21 * 3978 * 65 $54,300
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.21 * 17698 * 9.36 $34,787
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.21 * 174800 $36,708
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.21 * 5.66 * 5280 *10
$62,758
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.21 * 100000 $21,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.21 * 16.36 * 5280 *2
$36,280
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 276135 * 0.220 $60,750
Total $336,885
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-422-010
Original Current
JERSEY AVENUE Street Name JERSEY AVENUE
LAUREL AVENUE TO GLENWOODAVENUE
Termini LAUREL AVENUE TO GLENWOODAVENUE
0.46 Length 0.46
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1700 Present AADT 1700
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
1995 Year of Latest SA Fund 1995
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.46 * 10176 * 14.18 $66,376
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.46 * 3978 * 65 $118,942
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.46 * 17698 * 9.36 $76,201
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.46 * 174800 $80,408
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.46 * 5.66 * 5280 *10
$137,470
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.46 * 100000 $46,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.46 * 16.36 * 5280 *2
$79,470
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 604867 * 0.220 $133,071
Total $737,938
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-423-005
Original Current
DECATUR AVENUE Street Name DECATUR AVENUE
GOLDEN VALLEY RD. TO 7THAVENUE
Termini GOLDEN VALLEY RD. TO 7THAVENUE
0.07 Length 0.07
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1550 Present AADT 1550
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.07 * 10176 * 14.18 $10,101
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.07 * 3978 * 65 $18,100
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.07 * 17698 * 9.36 $11,596
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.07 * 174800 $12,236
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.07 * 5.66 * 5280 *10
$20,919
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.07 * 100000 $7,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.07 * 16.36 * 5280 *2
$12,093
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 92045 * 0.220 $20,250
Total $112,295
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-423-010
Original Current
DECATUR AVE Street Name DECATUR AVE
7TH AVE TO 10TH AVE Termini 7TH AVE TO 10TH AVE
0.23 Length 0.23
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1550 Present AADT 1550
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.23 * 10176 * 14.18 $33,188
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.23 * 3978 * 65 $59,471
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.23 * 17698 * 9.36 $38,100
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.23 * 174800 $40,204
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.23 * 5.66 * 5280 *10
$68,735
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.23 * 100000 $23,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.23 * 16.36 * 5280 *2
$39,735
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 302433 * 0.220 $66,535
Total $368,968
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-424-010
Original Current
HAMPSHIRE AVE Street Name HAMPSHIRE AVE
WAYZATA BLVD TO LAUREL AVE Termini WAYZATA BLVD TO LAUREL AVE
0.19 Length 0.19
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1750 Present AADT 1750
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
854302L USDOT Number 854302L
0.18 Milepoint 0.18
Comments
All MSAS Railroads RailRoad Group All MSAS Railroads
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.19 * 10176 * 14.18 $27,416
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.19 * 3978 * 65 $49,128
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.19 * 17698 * 9.36 $31,474
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.19 * 174800 $33,212
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.19 * 5.66 * 5280 *10
$56,781
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.19 * 100000 $19,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.19 * 16.36 * 5280 *2
$32,825
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 249836 * 0.220 $54,964
Total $304,800
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-425-010
Original Current
MARKET STREET Street Name MARKET STREET
LOUISIANA AVE TO WAYZATABLVD
Termini LOUISIANA AVE TO WAYZATABLVD
0.19 Length 0.19
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
1 Existing Number of Signal Legs 1
9800 Present AADT 9800
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
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 6
Length * Quantity *UnitCost
0.19 * 31460 * 14.18 $84,760
Bituminous MSAS BituminousCost Group 6
Length * Quantity *UnitCost
0.19 * 8287 * 65 $102,344
Excavation MSAS ExcavationCost Group 6
Length * Quantity *UnitCost
0.19 * 37918 * 9.36 $67,433
Storm Sewer MSAS Storm SewerCost Group 6
Length * UnitCost 0.19 * 205600 $39,064
Sidewalk MSAS Sidewalk CostGroup 6
Length * UnitCost *FeetPerMile *SidewalkWidth
0.19 * 5.66 * 5280 *10
$56,781
Street Lighting MSAS StreetLighting Cost Group6
Length * UnitCost 0.19 * 100000 $19,000
Curb and Gutter MSAS Curb AndGutter Cost Group 6
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.19 * 16.36 * 5280 *2
$32,825
Signal Leg MSAS TrafficSignals Cost Group6
NumOfSignals *UnitCost / 4
1 * 207700 / 4 $51,925
Engineering Cost Percent of costs 454132 * 0.220 $99,909
Total $554,041
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-426-010
Original Current
WAYZATA BLVD Street Name WAYZATA BLVD
WINNETKA AVE TO SUMTER AVE Termini WINNETKA AVE TO SUMTER AVE
0.07 Length 0.07
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1250 Present AADT 1250
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.07 * 10176 * 14.18 $10,101
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.07 * 3978 * 65 $18,100
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.07 * 17698 * 9.36 $11,596
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.07 * 174800 $12,236
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.07 * 5.66 * 5280 *10
$20,919
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.07 * 100000 $7,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.07 * 16.36 * 5280 *2
$12,093
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 92045 * 0.220 $20,250
Total $112,295
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-426-020
Original Current
WAYZATA BLVD Street Name WAYZATA BLVD
SUMTER AVE TO RHODE ISLANDAVE
Termini SUMTER AVE TO RHODE ISLANDAVE
0.08 Length 0.08
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1250 Present AADT 1250
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.08 * 10176 * 14.18 $11,544
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.08 * 3978 * 65 $20,686
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.08 * 17698 * 9.36 $13,252
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.08 * 174800 $13,984
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.08 * 5.66 * 5280 *10
$23,908
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.08 * 100000 $8,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.08 * 16.36 * 5280 *2
$13,821
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 105195 * 0.220 $23,143
Total $128,338
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-426-030
Original Current
WAYZATA BLVD Street Name WAYZATA BLVD
RHODE ISLAND AVE TOPENNSYLVANIA AVE
Termini RHODE ISLAND AVE TOPENNSYLVANIA AVE
0.13 Length 0.13
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1350 Present AADT 1350
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.13 * 10176 * 14.18 $18,758
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.13 * 3978 * 65 $33,614
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.13 * 17698 * 9.36 $21,535
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.13 * 174800 $22,724
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.13 * 5.66 * 5280 *10
$38,850
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.13 * 100000 $13,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.13 * 16.36 * 5280 *2
$22,459
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 170940 * 0.220 $37,607
Total $208,547
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-426-040
Original Current
PENNSYLVANIA AVE Street Name PENNSYLVANIA AVE
WAYZATA BLVD TO LAUREL AVE Termini WAYZATA BLVD TO LAUREL AVE
0.21 Length 0.21
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
1350 Present AADT 1350
3 ( 500 - 1999 ) Traffic Group Code 3 ( 500 - 1999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 3
Length * Quantity *UnitCost
0.21 * 10176 * 14.18 $30,302
Bituminous MSAS BituminousCost Group 3
Length * Quantity *UnitCost
0.21 * 3978 * 65 $54,300
Excavation MSAS ExcavationCost Group 3
Length * Quantity *UnitCost
0.21 * 17698 * 9.36 $34,787
Storm Sewer MSAS Storm SewerCost Group 3
Length * UnitCost 0.21 * 174800 $36,708
Sidewalk MSAS Sidewalk CostGroup 3
Length * UnitCost *FeetPerMile *SidewalkWidth
0.21 * 5.66 * 5280 *10
$62,758
Street Lighting MSAS StreetLighting Cost Group3
Length * UnitCost 0.21 * 100000 $21,000
Curb and Gutter MSAS Curb AndGutter Cost Group 3
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.21 * 16.36 * 5280 *2
$36,280
Signal Leg MSAS TrafficSignals Cost Group3
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 276135 * 0.220 $60,750
Total $336,885
SANEEDS - MSAS - Segment Report
Roadway SegmentInformation
Status : Original
City Name : GOLDEN VALLEY Segment Nbr : 128-427-010
Original Current
WAYZATA BOULEVARD Street Name WAYZATA BOULEVARD
CITY LIMITS TO GENERAL MILLSBOULEVARD
Termini CITY LIMITS TO GENERAL MILLSBOULEVARD
0.49 Length 0.49
Improved Existing Roadway Type Improved
Undivided Existing Lane Description Undivided
0 Existing Number of Signal Legs 0
6600 Present AADT 6600
5 ( 5000 - 8999 ) Traffic Group Code 5 ( 5000 - 8999 )
2017 Year of AADT Count 2017
N Common Boundary Designation N
N Turnback Mileage N
N Outside City Limit N
0 Year of Latest SA Fund 0
Comments
Segment Override
Segment CostInformation
Cost Factor Unit Cost ComputationFormula or Rule
Equation Result
Gravel MSAS Gravel CostGroup 5
Length * Quantity *UnitCost
0.49 * 27907 * 14.18 $193,903
Bituminous MSAS BituminousCost Group 5
Length * Quantity *UnitCost
0.49 * 5834 * 65 $185,813
Excavation MSAS ExcavationCost Group 5
Length * Quantity *UnitCost
0.49 * 32795 * 9.36 $150,411
Storm Sewer MSAS Storm SewerCost Group 5
Length * UnitCost 0.49 * 196400 $96,236
Sidewalk MSAS Sidewalk CostGroup 5
Length * UnitCost *FeetPerMile *SidewalkWidth
0.49 * 5.66 * 5280 *10
$146,436
Street Lighting MSAS StreetLighting Cost Group5
Length * UnitCost 0.49 * 100000 $49,000
Curb and Gutter MSAS Curb AndGutter Cost Group 5
Length * UnitCost *FeetPerMile *NumberOfCurbs
0.49 * 16.36 * 5280 *2
$84,653
Signal Leg MSAS TrafficSignals Cost Group5
NumOfSignals *UnitCost / 4
0 * 207700 / 4 $0
Engineering Cost Percent of costs 906452 * 0.220 $199,419
Total $1,105,871
Friday, January 10, 2020 03:35 PM CST page 103