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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-010
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.19 Segment Length 0.19
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO SETTLEMENT DR -R
Termini W CO LINE TO SETTLEMENT DR -R
2900 Present AADT 2900
2015 Year of Count 2015
1 Projection Factor 1
2900 Projected Traffic 2900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
27542 Structure Number 27542
0.04 Milepoint 0.04
1975 Year Built 1975
HCRRA Feature Crossed HCRRA
Type of Service
Number of Spans
235.7 Bridge Length 235.7
48.2 Bridge Width 48.2
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 1045249.09 / 60 * 25* 1.1
$91,024
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2376 * 62.15 / 20 * 25 $35,071
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 87853.85 / 60 * 25 $6,955
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
235.7 * 48.2 * 138 / 80 * 25* 1.15
$563,422
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $91,024 + $35,071 +$6,955 + $563,422
$696,472
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-011
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.44 Segment Length 0.44
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SETTLEMENT DR - R TO RILEYLAKE RD - L
Termini SETTLEMENT DR - R TO RILEYLAKE RD - L
2900 Present AADT 2900
2015 Year of Count 2015
1 Projection Factor 1
2900 Projected Traffic 2900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.44 * 1045249.09 / 60 * 25* 1.1
$210,792
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 2376 * 62.15 / 20 * 25 $81,218
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 87853.85 / 60 * 25 $16,107
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,792 + $81,218 +$16,107
$308,117
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-012
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
1.2 Segment Length 1.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
RILEY LAKE ROAD TO SHETLANDRD
Termini RILEY LAKE ROAD TO SHETLANDRD
7200 Present AADT 7200
2015 Year of Count 2015
1 Projection Factor 1
7200 Projected Traffic 7200
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 2290971.06 / 60 * 25 *1.1
$1,260,034
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 3564 * 62.15 / 20 * 25 $332,254
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 384815.72 / 60 * 25 $192,408
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,260,034 +$332,254 + $192,408
$1,855,009
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-013
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.37 Segment Length 0.37
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
SHETLAND RD TO CSAH 4 Termini SHETLAND RD TO CSAH 4
7200 Present AADT 7200
2015 Year of Count 2015
1 Projection Factor 1
7200 Projected Traffic 7200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Comments SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.37 * 2662390.12 / 60 * 25* 1.15
$472,020
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 2904 * 62.15 / 15 * 25 $111,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 438088.14 / 60 * 25 $67,539
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $472,020 +$111,298 + $67,539
$686,013
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-020
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
1.86 Segment Length 1.86
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 4 TO FLYING CLD DR Termini CSAH 4 TO FLYING CLD DR
10300 Present AADT 10300
2015 Year of Count 2015
1 Projection Factor 1
10300 Projected Traffic 10300
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
6 Number of Signal Legs 6
No Special Message Special Message Code No Special Message
SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Comments SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.86 * 2290971.06 / 60 * 25* 1.1
$1,953,053
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.86 * 3564 * 62.15 / 20 * 25 $514,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.86 * 384815.72 / 60 * 25 $298,232
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,953,053 +$514,994 + $298,232
$2,977,217
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-021
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
FLYING CLD DR TO PIONEER TR Termini FLYING CLD DR TO PIONEER TR
13900 Present AADT 13900
2015 Year of Count 2015
1 Projection Factor 1
13900 Projected Traffic 13900
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2009 Latest Year SA funds 2009
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Comments SP 27-601-35 & SP 27-601-41, 2009RECONSTRUCTED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 5450218.74 / 60 * 25 *1.15
$261,156
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 62.15 / 15 * 25 $38,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 1705469.21 / 60 * 25 $71,061
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $261,156 +$38,284 + $71,061
$405,657
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-030
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.39 Segment Length 0.39
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
PIONEER TR TO CREEK KNOLLRD - L
Termini PIONEER TR TO CREEK KNOLLRD - L
13900 Present AADT 13900
2015 Year of Count 2015
1 Projection Factor 1
13900 Projected Traffic 13900
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED WITH SEGMENT 601-031: COMBINED VALUES FORSEGMENT LENGTH, EXISTINGSTORM SEWER, EXISTINGTRAFFIC SIGNALS, AND TERMINI.
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
ONLY BUILT TO 55' (DG)
Comments COMBINED WITH SEGMENT 601-031: COMBINED VALUES FORSEGMENT LENGTH, EXISTINGSTORM SEWER, EXISTINGTRAFFIC SIGNALS, AND TERMINI.
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
ONLY BUILT TO 55' (DG)
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.39 * 5450218.74 / 60 * 25* 1.15
$1,018,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 3696 * 62.15 / 15 * 25 $149,309
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 1705469.21 / 60 * 25 $277,139
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,018,510 + $149,309+ $277,139
$1,444,958
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-032
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
1.91 Segment Length 1.91
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CREEK KNOLL RD - L TO BEGPERMANENT MEDIAN W OF TH169
Termini CREEK KNOLL RD - L TO BEGPERMANENT MEDIAN W OF TH169
15000 Present AADT 15000
2015 Year of Count 2015
1 Projection Factor 1
15000 Projected Traffic 15000
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 27-601-27
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
ONLY BUILT TO 55'.
Comments SP 27-601-27
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
ONLY BUILT TO 55'.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.91 * 5450218.74 / 60 * 25* 1.15
$4,988,086
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.91 * 3696 * 62.15 / 15 * 25 $731,232
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.91 * 1705469.21 / 60 * 25 $1,357,269
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $4,988,086 + $731,232+ $1,357,269
$7,076,587
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-033
Original Current
EDEN PRAIRIE Municipality EDEN PRAIRIE
0.23 Segment Length 0.23
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
BEG PERMANENT MEDIAN W OFTH 169 TO TH 169(N JCT)
Termini BEG PERMANENT MEDIAN W OFTH 169 TO TH 169(N JCT)
14900 Present AADT 14900
2015 Year of Count 2015
1 Projection Factor 1
14900 Projected Traffic 14900
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1995 Latest Year SA funds 1995
4 Number of Signal Legs 4
No Special Message Special Message Code No Special Message
THIS SEGMENT IS NOT ELIGIBLEFOR WIDENING NEEDS BECAUSEEXISTING ROADWAY WIDTHALREADY MEETS OR EXCEEDSPROPOSED WIDTH. SEGMENTCHANGED BACK TO ADEQUATE.2/23/07 SL
Comments THIS SEGMENT IS NOT ELIGIBLEFOR WIDENING NEEDS BECAUSEEXISTING ROADWAY WIDTHALREADY MEETS OR EXCEEDSPROPOSED WIDTH. SEGMENTCHANGED BACK TO ADEQUATE.2/23/07 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
4 * 56250 / 40 * 25 $140,625
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.23 * 5450218.74 / 60 * 25* 1.15
$600,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 3696 * 62.15 / 15 * 25 $88,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 1705469.21 / 60 * 25 $163,441
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $600,660 +$88,054 + $163,441
$992,780
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-039
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 169(SO JCT) TOBLOOMINGTON FERRY ROAD
Termini TH 169(SO JCT) TOBLOOMINGTON FERRY ROAD
22400 Present AADT 22400
2015 Year of Count 2015
1 Projection Factor 1
22400 Projected Traffic 22400
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1995 Latest Year SA funds 1995
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SLONLY BUILT TO 56'
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SLONLY BUILT TO 56'
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
3 * 56250 / 40 * 25 $105,469
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 5533001.4 / 60 * 25 *1.15
$1,855,861
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 4488 * 62.15 / 15 * 25 $325,417
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 1096732.96 / 60 * 25 $319,880
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,855,861 +$325,417 + $319,880
$2,606,627
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-040
Original Current
BLOOMINGTON Municipality BLOOMINGTON
1.34 Segment Length 1.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
BLOOMINGTON FERRY RD TOBEGIN CONCRETE SURFACE
Termini BLOOMINGTON FERRY RD TOBEGIN CONCRETE SURFACE
29000 Present AADT 29000
2015 Year of Count 2015
1 Projection Factor 1
29000 Projected Traffic 29000
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1988 Latest Year SA funds 1988
7 Number of Signal Legs 7
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
854258B USDOT Number 854258B
9.03 Located at Milepoint 9.03
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
1989 Last Year Protection Upgraded 1989
118 Crossing Length 118
0 Last Year Surfaced 0
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
7 * 56250 / 40 * 25 $246,094
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.34 * 5533001.4 / 60 * 25 *1.15
$3,552,648
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.34 * 4488 * 62.15 / 15 * 25 $622,942
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.34 * 1096732.96 / 60 * 25 $612,343
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
118 * 1350 / 25 * 25 $159,300
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$246,094 + $3,552,648 +$622,942 + $612,343 +$275,000 + $159,300
$5,468,327
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-050
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.22 Segment Length 0.22
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
BEGIN CONCRETE SURFACE TOOLD SHAKOPEE CIR
Termini BEGIN CONCRETE SURFACE TOOLD SHAKOPEE CIR
29000 Present AADT 29000
2015 Year of Count 2015
1 Projection Factor 1
29000 Projected Traffic 29000
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.22 * 5533001.4 / 60 * 25 *1.15
$583,271
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 4488 * 62.15 / 15 * 25 $102,274
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 1096732.96 / 60 * 25 $100,534
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $583,271 + $102,274+ $100,534
$786,079
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-052
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.19 Segment Length 0.19
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
OLD SHAKOPEE CIR TO TOLEDOCURVE
Termini OLD SHAKOPEE CIR TO TOLEDOCURVE
29000 Present AADT 29000
2015 Year of Count 2015
1 Projection Factor 1
29000 Projected Traffic 29000
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2002 Latest Year SA funds 2002
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 5533001.4 / 60 * 25 *1.15
$503,734
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 4488 * 62.15 / 15 * 25 $88,328
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 1096732.96 / 60 * 25 $86,825
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $503,734 +$88,328 + $86,825
$749,200
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-055
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.73 Segment Length 0.73
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TOLEDO CURVE TO 0.22 MI W OFCSAH 17
Termini TOLEDO CURVE TO 0.22 MI W OFCSAH 17
24400 Present AADT 24400
2015 Year of Count 2015
1 Projection Factor 1
24400 Projected Traffic 24400
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
854457D USDOT Number 854457D
9.98 Located at Milepoint 9.98
0 Mainline Tracks 0
SIGNALS & GATES Protection Type SIGNALS & GATES
2004 Last Year Protection Upgraded 2004
232 Crossing Length 232
0 Last Year Surfaced 0
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.73 * 5533001.4 / 60 * 25 *1.15
$1,935,398
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.73 * 4488 * 62.15 / 15 * 25 $339,364
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.73 * 1096732.96 / 60 * 25 $333,590
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
232 * 1350 / 25 * 25 $313,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,935,398 + $339,364+ $333,590 + $325,000 +$313,200
$3,246,552
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-057
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.22 MI W OF CSAH 17 TO 0.13 MIE OF CSAH 17
Termini 0.22 MI W OF CSAH 17 TO 0.13 MIE OF CSAH 17
24400 Present AADT 24400
2015 Year of Count 2015
1 Projection Factor 1
24400 Projected Traffic 24400
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2003 Latest Year SA funds 2003
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.35 * 5533001.4 / 60 * 25 *1.15
$927,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 4488 * 62.15 / 15 * 25 $162,709
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 1096732.96 / 60 * 25 $159,940
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $927,930 +$162,709 + $159,940
$1,320,892
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-060
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.67 Segment Length 0.67
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.13 MI E OF CSAH 17 TO THOMASAVE
Termini 0.13 MI E OF CSAH 17 TO THOMASAVE
21500 Present AADT 21500
2015 Year of Count 2015
1 Projection Factor 1
21500 Projected Traffic 21500
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.67 * 5533001.4 / 60 * 25 *1.15
$1,776,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.67 * 4488 * 62.15 / 15 * 25 $311,471
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.67 * 1096732.96 / 60 * 25 $306,171
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,776,324 + $311,471+ $306,171
$2,393,966
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-070
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
THOMAS AVE TO END BIT/CONCBEG BIT(.11 MI WEST OF CSAH 32
Termini THOMAS AVE TO END BIT/CONCBEG BIT(.11 MI WEST OF CSAH 32
21500 Present AADT 21500
2015 Year of Count 2015
1 Projection Factor 1
21500 Projected Traffic 21500
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 5533001.4 / 60 * 25 *1.15
$795,369
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 4488 * 62.15 / 15 * 25 $139,465
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 1096732.96 / 60 * 25 $137,092
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $795,369 + $139,465+ $137,092
$1,071,926
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-071
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.19 Segment Length 0.19
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
END BIT/CONC BEG BIT TO BEGBIT/CONC (.08 MI EAST CSAH 32
Termini END BIT/CONC BEG BIT TO BEGBIT/CONC (.08 MI EAST CSAH 32
21500 Present AADT 21500
2015 Year of Count 2015
1 Projection Factor 1
21500 Projected Traffic 21500
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1979 Latest Year SA funds 1979
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 5533001.4 / 60 * 25 *1.15
$503,734
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 4488 * 62.15 / 15 * 25 $88,328
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 1096732.96 / 60 * 25 $86,825
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $503,734 +$88,328 + $86,825
$749,200
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-072
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
BEG BIT/CONC SURF(.08 MILESEAST OF CSAH 32) TO HUMBOLTAVE
Termini BEG BIT/CONC SURF(.08 MILESEAST OF CSAH 32) TO HUMBOLTAVE
16500 Present AADT 16500
2015 Year of Count 2015
1 Projection Factor 1
16500 Projected Traffic 16500
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
5665 Structure Number 5665
11.78 Milepoint 11.78
1936 Year Built 1936
NINE MILE CREEK Feature Crossed NINE MILE CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
10 Culvert Height 10
119 Culvert Length 119
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 5450218.74 / 60 * 25 *1.15
$1,305,782
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 3696 * 62.15 / 15 * 25 $191,422
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 1705469.21 / 60 * 25 $355,306
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
119 * 199.99972034 * 15.47/ 100 * 25 * 1.15
$105,853
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$70,313 + $1,305,782 +$191,422 + $355,306 +$105,853
$2,028,676
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-080
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.46 Segment Length 0.46
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
HUMBOLDT AVE TO FAI 35W Termini HUMBOLDT AVE TO FAI 35W
32500 Present AADT 32500
2015 Year of Count 2015
1 Projection Factor 1
32500 Projected Traffic 32500
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1986 Latest Year SA funds 1986
6 Number of Signal Legs 6
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.46 * 5533001.4 / 60 * 25 *1.15
$1,219,566
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.46 * 4488 * 62.15 / 15 * 25 $213,846
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.46 * 1096732.96 / 60 * 25 $210,207
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,219,566 +$213,846 + $210,207
$1,854,557
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-100
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
FAI 35W TO ALDRICH AVE Termini FAI 35W TO ALDRICH AVE
31000 Present AADT 31000
2015 Year of Count 2015
1 Projection Factor 1
31000 Projected Traffic 31000
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 5533001.4 / 60 * 25 *1.15
$212,098
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 4488 * 62.15 / 15 * 25 $37,191
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1096732.96 / 60 * 25 $36,558
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $212,098 +$37,191 + $36,558
$356,160
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-102
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.06 Segment Length 0.06
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
6 Existing Surface Lanes 6
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALDRICH TO LYNDALE Termini ALDRICH TO LYNDALE
31000 Present AADT 31000
2015 Year of Count 2015
1 Projection Factor 1
31000 Projected Traffic 31000
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1986 Latest Year SA funds 1986
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
ONLY BUILT TO 78'. Comments ONLY BUILT TO 78'.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.06 * 5533001.4 / 60 * 25 *1.15
$159,074
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 4488 * 62.15 / 15 * 25 $27,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 1096732.96 / 60 * 25 $27,418
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $159,074 +$27,893 + $27,418
$249,541
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-105
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.17 Segment Length 0.17
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
LYNDALE TO GRAND Termini LYNDALE TO GRAND
20200 Present AADT 20200
2015 Year of Count 2015
1 Projection Factor 1
20200 Projected Traffic 20200
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1986 Latest Year SA funds 1986
4 Number of Signal Legs 4
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
4 * 56250 / 40 * 25 $140,625
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.17 * 5533001.4 / 60 * 25 *1.15
$450,709
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 4488 * 62.15 / 15 * 25 $79,030
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 1096732.96 / 60 * 25 $77,685
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $450,709 +$79,030 + $77,685
$748,049
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-108
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
GRAND TO PLEASANT Termini GRAND TO PLEASANT
20200 Present AADT 20200
2015 Year of Count 2015
1 Projection Factor 1
20200 Projected Traffic 20200
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1986 Latest Year SA funds 1986
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL - ONLYBUILT TO 72'.
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL - ONLYBUILT TO 72'.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 5533001.4 / 60 * 25 *1.15
$212,098
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 4488 * 62.15 / 15 * 25 $37,191
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1096732.96 / 60 * 25 $36,558
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $212,098 +$37,191 + $36,558
$356,160
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-110
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
PLEASANT TO CSAH 52 Termini PLEASANT TO CSAH 52
20200 Present AADT 20200
2015 Year of Count 2015
1 Projection Factor 1
20200 Projected Traffic 20200
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 5533001.4 / 60 * 25 *1.15
$662,807
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 4488 * 62.15 / 15 * 25 $116,221
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 1096732.96 / 60 * 25 $114,243
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $662,807 +$116,221 + $114,243
$963,584
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-111
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.22 Segment Length 0.22
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 52 TO END BIT, BEGINCONCRETE SURFACE
Termini CSAH 52 TO END BIT, BEGINCONCRETE SURFACE
17000 Present AADT 17000
2015 Year of Count 2015
1 Projection Factor 1
17000 Projected Traffic 17000
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.22 * 5450218.74 / 60 * 25* 1.15
$574,544
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 3696 * 62.15 / 15 * 25 $84,226
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 1705469.21 / 60 * 25 $156,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $574,544 +$84,226 + $156,335
$850,261
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-112
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.28 Segment Length 0.28
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
BEGIN CONCRETE SURFACE TOCSAH 35
Termini BEGIN CONCRETE SURFACE TOCSAH 35
17000 Present AADT 17000
2015 Year of Count 2015
1 Projection Factor 1
17000 Projected Traffic 17000
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.28 * 5450218.74 / 60 * 25* 1.15
$731,238
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 3696 * 62.15 / 15 * 25 $107,196
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 1705469.21 / 60 * 25 $198,971
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $731,238 +$107,196 + $198,971
$1,072,561
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-120
Original Current
BLOOMINGTON Municipality BLOOMINGTON
1.33 Segment Length 1.33
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 35 TO CEDAR AVE Termini CSAH 35 TO CEDAR AVE
14200 Present AADT 14200
2015 Year of Count 2015
1 Projection Factor 1
14200 Projected Traffic 14200
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1966 Latest Year SA funds 1966
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.33 * 5450218.74 / 60 * 25* 1.15
$3,473,379
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.33 * 3696 * 62.15 / 15 * 25 $509,183
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.33 * 1705469.21 / 60 * 25 $945,114
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $3,473,379 +$509,183 + $945,114
$4,997,989
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-130
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
CEDAR AVE TO MEADOWVIEW RD Termini CEDAR AVE TO MEADOWVIEW RD
14200 Present AADT 14200
2015 Year of Count 2015
1 Projection Factor 1
14200 Projected Traffic 14200
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
NOT ELIGIBLE FOR COMPLETENEEDS.
Comments NOT ELIGIBLE FOR COMPLETENEEDS.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 5450218.74 / 60 * 25* 1.15
$208,925
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 3696 * 62.15 / 15 * 25 $30,628
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1705469.21 / 60 * 25 $56,849
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $208,925 +$30,628 + $56,849
$331,558
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-131
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
MEADOWVIEW RD TO TH 77 Termini MEADOWVIEW RD TO TH 77
14200 Present AADT 14200
2015 Year of Count 2015
1 Projection Factor 1
14200 Projected Traffic 14200
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1979 Latest Year SA funds 1979
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.21 * 5450218.74 / 60 * 25* 1.15
$548,428
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 3696 * 62.15 / 15 * 25 $80,397
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 1705469.21 / 60 * 25 $149,229
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $548,428 + $80,397 +$149,229
$778,054
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-140
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.34 Segment Length 0.34
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 77 TO 88TH ST Termini TH 77 TO 88TH ST
14200 Present AADT 14200
2015 Year of Count 2015
1 Projection Factor 1
14200 Projected Traffic 14200
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1979 Latest Year SA funds 1979
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.34 * 5450218.74 / 60 * 25* 1.15
$887,931
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 3696 * 62.15 / 15 * 25 $130,167
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 1705469.21 / 60 * 25 $241,608
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $887,931 +$130,167 + $241,608
$1,330,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-141
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.59 Segment Length 0.59
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
88TH ST TO KILLEBREW DR/OLDSHAKOPEE RD
Termini 88TH ST TO KILLEBREW DR/OLDSHAKOPEE RD
9700 Present AADT 9700
2015 Year of Count 2015
1 Projection Factor 1
9700 Projected Traffic 9700
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1979 Latest Year SA funds 1979
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
5 * 56250 / 40 * 25 $175,781
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.59 * 2662390.12 / 60 * 25* 1.15
$752,680
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.59 * 2904 * 62.15 / 15 * 25 $177,476
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.59 * 438088.14 / 60 * 25 $107,697
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $752,680 +$177,476 + $107,697
$1,213,634
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-150
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.22 Segment Length 0.22
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
KILLEBREW DR/OSR TO 82ND ST Termini KILLEBREW DR/OSR TO 82ND ST
11000 Present AADT 11000
2015 Year of Count 2015
1 Projection Factor 1
11000 Projected Traffic 11000
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
4 Number of Signal Legs 4
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
4 * 56250 / 40 * 25 $140,625
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.22 * 5450218.74 / 60 * 25* 1.15
$574,544
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 3696 * 62.15 / 15 * 25 $84,226
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 1705469.21 / 60 * 25 $156,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $574,544 +$84,226 + $156,335
$955,730
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-160
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.34 Segment Length 0.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
82ND ST TO 79TH ST Termini 82ND ST TO 79TH ST
22400 Present AADT 22400
2015 Year of Count 2015
1 Projection Factor 1
22400 Projected Traffic 22400
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2000 Latest Year SA funds 2000
6 Number of Signal Legs 6
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.34 * 5533001.4 / 60 * 25 *1.15
$901,418
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 4488 * 62.15 / 15 * 25 $158,060
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 1096732.96 / 60 * 25 $155,371
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $901,418 +$158,060 + $155,371
$1,425,787
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-601-161
Original Current
BLOOMINGTON Municipality BLOOMINGTON
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
79TH ST TO FAI 494 Termini 79TH ST TO FAI 494
22400 Present AADT 22400
2015 Year of Count 2015
1 Projection Factor 1
22400 Projected Traffic 22400
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1989 Latest Year SA funds 1989
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 82" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
5 * 56250 / 40 * 25 $175,781
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.15 * 5533001.4 / 60 * 25 *1.15
$397,684
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 62.15 / 15 * 25 $69,732
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 1096732.96 / 60 * 25 $68,546
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $397,684 +$69,732 + $68,546
$711,743
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-010
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.12 Segment Length 0.12
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
I-394 TO MOUNTAINVIEW AVE Termini I-394 TO MOUNTAINVIEW AVE
11100 Present AADT 11100
2015 Year of Count 2015
1 Projection Factor 1
11100 Projected Traffic 11100
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2014 - MOD SIGNAL LEG COUNT Comments 2014 - MOD SIGNAL LEG COUNT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.12 * 5450218.74 / 60 * 25* 1.15
$313,388
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3696 * 62.15 / 15 * 25 $45,941
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 1705469.21 / 60 * 25 $85,273
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $313,388 +$45,941 + $85,273
$479,758
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-020
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.63 Segment Length 0.63
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MOUNTAINVIEW AVE TO CSAH 40(GLENWOOD AVE)
Termini MOUNTAINVIEW AVE TO CSAH 40(GLENWOOD AVE)
11100 Present AADT 11100
2015 Year of Count 2015
1 Projection Factor 1
11100 Projected Traffic 11100
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2014 - MOD SIGNAL LEG COUNT Comments 2014 - MOD SIGNAL LEG COUNT
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
27570 Structure Number 27570
0.49 Milepoint 0.49
1975 Year Built 1975
BASSETT CRK; CP & BNSF Feature Crossed BASSETT CRK; CP & BNSF
Type of Service
Number of Spans
441.4 Bridge Length 441.4
58.3 Bridge Width 58.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.63 * 5450218.74 / 60 * 25* 1.15
$1,645,285
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.63 * 3696 * 62.15 / 15 * 25 $241,192
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.63 * 1705469.21 / 60 * 25 $447,686
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
441.4 * 58.3 * 138 / 80 * 25* 1.15
$1,276,227
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$35,156 + $1,645,285 +$241,192 + $447,686 +$1,276,227
$3,645,546
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-030
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 40 TO TH 55 Termini CSAH 40 TO TH 55
6700 Present AADT 6700
2015 Year of Count 2015
1 Projection Factor 1
6700 Projected Traffic 6700
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1983 Latest Year SA funds 1983
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 2662390.12 / 60 * 25* 1.15
$318,932
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 62.15 / 15 * 25 $75,202
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 438088.14 / 60 * 25 $45,634
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $318,932 +$75,202 + $45,634
$510,081
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-040
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.99 Segment Length 0.99
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 55 TO CSAH 66 Termini TH 55 TO CSAH 66
10800 Present AADT 10800
2015 Year of Count 2015
1 Projection Factor 1
10800 Projected Traffic 10800
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1983 Latest Year SA funds 1983
14 Number of Signal Legs 14
No Special Message Special Message Code No Special Message
2014 - MOD SIGNAL LEG COUNT Comments 2014 - MOD SIGNAL LEG COUNT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
14 * 56250 / 40 * 25 $492,188
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.99 * 5450218.74 / 60 * 25* 1.15
$2,585,448
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.99 * 3696 * 62.15 / 15 * 25 $379,016
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.99 * 1705469.21 / 60 * 25 $703,506
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$492,188 + $2,585,448 +$379,016 + $703,506
$4,160,158
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-050
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.36 Segment Length 0.36
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 66 TO CSAH 81 Termini CSAH 66 TO CSAH 81
10400 Present AADT 10400
2015 Year of Count 2015
1 Projection Factor 1
10400 Projected Traffic 10400
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1983 Latest Year SA funds 1983
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.36 * 5450218.74 / 60 * 25* 1.15
$940,163
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 3696 * 62.15 / 15 * 25 $137,824
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 1705469.21 / 60 * 25 $255,820
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $940,163 +$137,824 + $255,820
$1,404,120
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-060
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 81 TO DOWLING AVE Termini CSAH 81 TO DOWLING AVE
10900 Present AADT 10900
2015 Year of Count 2015
1 Projection Factor 1
10900 Projected Traffic 10900
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1983 Latest Year SA funds 1983
8 Number of Signal Legs 8
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
8 * 56250 / 40 * 25 $281,250
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.4 * 5450218.74 / 60 * 25 *1.15
$3,656,188
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 3696 * 62.15 / 15 * 25 $535,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 1705469.21 / 60 * 25 $994,857
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$281,250 + $3,656,188 +$535,982 + $994,857
$5,468,277
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-602-080
Original Current
MINNEAPOLIS Municipality MINNEAPOLIS
0.78 Segment Length 0.78
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
DOWLING AVE TO CSAH 152 Termini DOWLING AVE TO CSAH 152
6200 Present AADT 6200
2015 Year of Count 2015
1 Projection Factor 1
6200 Projected Traffic 6200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2000 Latest Year SA funds 2000
4 Number of Signal Legs 4
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
4 * 56250 / 40 * 25 $140,625
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.78 * 2662390.12 / 60 * 25* 1.15
$995,068
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 2904 * 62.15 / 15 * 25 $234,629
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 438088.14 / 60 * 25 $142,379
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $995,068 +$234,629 + $142,379
$1,512,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-010
Original Current
MINNETONKA Municipality MINNETONKA
1.32 Segment Length 1.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 101 TO 1.32 MI EAST Termini CSAH 101 TO 1.32 MI EAST
8600 Present AADT 8600
2015 Year of Count 2015
1 Projection Factor 1
8600 Projected Traffic 8600
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2015 Latest Year SA funds 2015
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
2015 SAP 027-603-057 RECONSTTIED TO 027-701-019
Comments 2015 SAP 027-603-057 RECONSTTIED TO 027-701-019
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97284 Structure Number 97284
0.16 Milepoint 0.16
1991 Year Built 1991
PED WALK Feature Crossed PED WALK
OTHER Type of Service OTHER
1 Number of Barrels 1
8 Culvert Width 8
8 Culvert Height 8
85 Culvert Length 85
64 Area of Waterway Opening 64
100% Shared Structure 100%
2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
97288 Structure Number 97288
0.17 Milepoint 0.17
1978 Year Built 1978
PURGATORY CREEK Feature Crossed PURGATORY CREEK
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
180 Culvert Length 180
51.00043459 Area of Waterway Opening 51.00043459
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
3 * 56250 / 40 * 25 $105,469
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.32 * 2290971.06 / 60 * 25* 1.1
$1,386,037
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.32 * 3564 * 62.15 / 20 * 25 $365,479
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.32 * 384815.72 / 60 * 25 $211,649
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
85 * 64 * 15.47 / 100 * 25 *1.15
$24,195
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
180 * 51.00043459 * 15.47 /100 * 25 * 1.15
$40,830
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$105,469 + $1,386,037 +$365,479 + $211,649 +$24,195 + $40,830
$2,133,659
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-020
Original Current
MINNETONKA Municipality MINNETONKA
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.32 MI E OF TH 101 TO GLEN OAKLANE-L
Termini 1.32 MI E OF TH 101 TO GLEN OAKLANE-L
9500 Present AADT 9500
2015 Year of Count 2015
1 Projection Factor 1
9500 Projected Traffic 9500
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED VALUES WITHSEGMENT 603-030 FOR LENGTHAND CURB & GUTTER. PRO-RATED GRADING COST/MILE
Comments COMBINED VALUES WITHSEGMENT 603-030 FOR LENGTHAND CURB & GUTTER. PRO-RATED GRADING COST/MILE
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 2290971.06 / 60 * 25 *1.1
$630,017
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 3564 * 62.15 / 20 * 25 $166,127
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 384815.72 / 60 * 25 $96,204
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $630,017 + $166,127+ $96,204
$892,348
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-031
Original Current
MINNETONKA Municipality MINNETONKA
0.19 Segment Length 0.19
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
GLEN OAK LANE LEFT TO CSAH 4 Termini GLEN OAK LANE LEFT TO CSAH 4
9500 Present AADT 9500
2015 Year of Count 2015
1 Projection Factor 1
9500 Projected Traffic 9500
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1982 Latest Year SA funds 1982
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
3 * 56250 / 40 * 25 $105,469
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 2662390.12 / 60 * 25* 1.15
$242,388
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 62.15 / 15 * 25 $57,153
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 438088.14 / 60 * 25 $34,682
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $242,388 +$57,153 + $34,682
$439,692
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-040
Original Current
MINNETONKA Municipality MINNETONKA
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO GLENVIEW DRIVE - L Termini CSAH 4 TO GLENVIEW DRIVE - L
10300 Present AADT 10300
2015 Year of Count 2015
1 Projection Factor 1
10300 Projected Traffic 10300
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1982 Latest Year SA funds 1982
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.35 * 5450218.74 / 60 * 25* 1.15
$914,047
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 3696 * 62.15 / 15 * 25 $133,995
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 1705469.21 / 60 * 25 $248,714
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $914,047 +$133,995 + $248,714
$1,331,912
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-041
Original Current
MINNETONKA Municipality MINNETONKA
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
GLENVIEW DRIVE - L TO 0.11 MI WOF CSAH 60
Termini GLENVIEW DRIVE - L TO 0.11 MI WOF CSAH 60
10300 Present AADT 10300
2015 Year of Count 2015
1 Projection Factor 1
10300 Projected Traffic 10300
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 2290971.06 / 60 * 25 *1.1
$735,020
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 3564 * 62.15 / 20 * 25 $193,815
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 384815.72 / 60 * 25 $112,238
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $735,020 + $193,815+ $112,238
$1,041,073
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-046
Original Current
MINNETONKA Municipality MINNETONKA
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.11 MI W TO 0.14 MI E OF CSAH60
Termini 0.11 MI W TO 0.14 MI E OF CSAH60
10300 Present AADT 10300
2015 Year of Count 2015
1 Projection Factor 1
10300 Projected Traffic 10300
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
Latest Year SA funds
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
Comments MAX WIDTH FOR ADEQUATESEGMENT IS 58" 3/16/06 SL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 5450218.74 / 60 * 25* 1.15
$652,891
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 3696 * 62.15 / 15 * 25 $95,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 1705469.21 / 60 * 25 $177,653
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $652,891 +$95,711 + $177,653
$996,568
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-050
Original Current
MINNETONKA Municipality MINNETONKA
0.91 Segment Length 0.91
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.14 MI E OF CSAH 60 TO BEGINB624 C & G
Termini 0.14 MI E OF CSAH 60 TO BEGINB624 C & G
10600 Present AADT 10600
2015 Year of Count 2015
1 Projection Factor 1
10600 Projected Traffic 10600
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.91 * 2290971.06 / 60 * 25* 1.1
$955,526
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.91 * 3564 * 62.15 / 20 * 25 $251,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.91 * 384815.72 / 60 * 25 $145,909
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $955,526 + $251,959+ $145,909
$1,353,394
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HENNEPIN Segment Nbr : 027-603-052
Original Current
MINNETONKA Municipality MINNETONKA
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
NOT DIVIDED Existing Lane Description NOT DIVIDED
BEGIN B624 C & G TO CSAH 61 Termini BEGIN B624 C & G TO CSAH 61
10700 Present AADT 10700
2015 Year of Count 2015
1 Projection Factor 1
10700 Projected Traffic 10700
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )