minnesota department of transportation · saneeds - csah - segment report roadway segment...
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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-004
Original Current
FOREST LAKE Municipality FOREST LAKE
0.37 Segment Length 0.37
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO 0.24 MI N OF N JCTEVERTON
Termini W CO LINE TO 0.24 MI N OF N JCTEVERTON
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1965 Latest Year SA funds 1965
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.37 * 2089654.58 / 60 * 25* 1.1
$354,371
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 3564 * 59.15 / 20 * 25 $97,500
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 120761.57 / 60 * 25 $18,617
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $354,371 + $97,500 +$18,617
$470,488
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-006
Original Current
FOREST LAKE Municipality FOREST LAKE
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.24 MI TO 0.04 MI N OF N JCTEVERTON
Termini 0.24 MI TO 0.04 MI N OF N JCTEVERTON
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
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
0.2 * 2587426.01 / 60 * 25 *1.15
$247,962
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 59.15 / 15 * 25 $57,257
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 226922.42 / 60 * 25 $18,910
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $247,962 + $57,257 +$18,910
$324,129
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-008
Original Current
FOREST LAKE Municipality FOREST LAKE
0.04 Segment Length 0.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.04 MI N TO N JCT EVERTON Termini 0.04 MI N TO N JCT EVERTON
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
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
0.04 * 2587426.01 / 60 * 25* 1.15
$49,592
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 59.15 / 15 * 25 $11,451
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 226922.42 / 60 * 25 $3,782
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $49,592 +$11,451 + $3,782
$99,981
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-010
Original Current
FOREST LAKE Municipality FOREST LAKE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
N JCT TO S JCT EVERTON Termini N JCT TO S JCT EVERTON
17600 Present AADT 17600
2017 Year of Count 2017
1.3 Projection Factor 1.3
22880 Projected Traffic 22880
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1998 Latest Year SA funds 1998
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
0.1 * 5608679.01 / 60 * 25 *1.15
$268,749
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 4488 * 59.15 / 15 * 25 $44,244
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 1763026.13 / 60 * 25 $73,459
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $268,749 +$44,244 + $73,459
$456,765
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-011
Original Current
FOREST LAKE Municipality FOREST LAKE
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST
17600 Present AADT 17600
2017 Year of Count 2017
1.3 Projection Factor 1.3
22880 Projected Traffic 22880
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1998 Latest Year SA funds 1998
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
0.11 * 5608679.01 / 60 * 25* 1.15
$295,624
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 4488 * 59.15 / 15 * 25 $48,669
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 1763026.13 / 60 * 25 $80,805
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $295,624 +$48,669 + $80,805
$495,411
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-020
Original Current
FOREST LAKE Municipality FOREST LAKE
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
19TH ST TO W RAMP FAI 35 Termini 19TH ST TO W RAMP FAI 35
17600 Present AADT 17600
2017 Year of Count 2017
1.3 Projection Factor 1.3
22880 Projected Traffic 22880
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1998 Latest Year SA funds 1998
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 * 5608679.01 / 60 * 25* 1.15
$214,999
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 4488 * 59.15 / 15 * 25 $35,395
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1763026.13 / 60 * 25 $58,768
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $214,999 +$35,395 + $58,768
$379,475
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-030
Original Current
FOREST LAKE Municipality FOREST LAKE
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
W RAMP TO E RAMP FAI 35 Termini W RAMP TO E RAMP FAI 35
22800 Present AADT 22800
2017 Year of Count 2017
1.3 Projection Factor 1.3
29640 Projected Traffic 29640
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1965 Latest Year SA funds 1965
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
INTERCHANGE BUILT 2011 Comments INTERCHANGE BUILT 2011
827344 Interchange Override 827344
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
0.15 * 5608679.01 / 60 * 25* 1.15
$403,124
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 59.15 / 15 * 25 $66,366
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 1763026.13 / 60 * 25 $110,189
Interchange Override Override non-preservationcosts if greater
(827344 / 60 * 25) > 583626= false
$0
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Interchange Override
$70,313 + $403,124 +$66,366 + $110,189 + $0
$649,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-031
Original Current
FOREST LAKE Municipality FOREST LAKE
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
E RAMP FAI 35 TO 0.15 MI E Termini E RAMP FAI 35 TO 0.15 MI E
22800 Present AADT 22800
2017 Year of Count 2017
1.3 Projection Factor 1.3
29640 Projected Traffic 29640
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1995 Latest Year SA funds 1995
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
0.15 * 5608679.01 / 60 * 25* 1.15
$403,124
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 59.15 / 15 * 25 $66,366
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 1763026.13 / 60 * 25 $110,189
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $403,124 +$66,366 + $110,189
$614,835
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-040
Original Current
FOREST LAKE Municipality FOREST LAKE
0.56 Segment Length 0.56
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.15 MI E OF E RAMP FAI 35 TO 0.1MI W OF SO JCT TH 61
Termini 0.15 MI E OF E RAMP FAI 35 TO 0.1MI W OF SO JCT TH 61
22800 Present AADT 22800
2017 Year of Count 2017
1.3 Projection Factor 1.3
29640 Projected Traffic 29640
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1996 Latest Year SA funds 1996
6 Number of Signal Legs 6
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
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.56 * 5608679.01 / 60 * 25* 1.15
$1,504,996
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.56 * 4488 * 59.15 / 15 * 25 $247,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.56 * 1763026.13 / 60 * 25 $411,373
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,504,996 +$247,768 + $411,373
$2,375,075
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-602-041
Original Current
FOREST LAKE Municipality FOREST LAKE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 MI W OF SO JCT TH 61 TO SOJCT TH 61
Termini 0.10 MI W OF SO JCT TH 61 TO SOJCT TH 61
14600 Present AADT 14600
2017 Year of Count 2017
1.3 Projection Factor 1.3
18980 Projected Traffic 18980
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1996 Latest Year SA funds 1996
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
0.1 * 3381036.31 / 60 * 25 *1.15
$162,008
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 59.15 / 15 * 25 $36,436
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 633010.47 / 60 * 25 $26,375
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,008 + $36,436 +$26,375
$224,819
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.67 Segment Length 3.67
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 7 TO CSAH 4 Termini CSAH 7 TO CSAH 4
900 Present AADT 900
2017 Year of Count 2017
1.3 Projection Factor 1.3
1170 Projected Traffic 1170
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMMISSIONER'S ORDER NO.95128. M&O IN 2015 USINGCOUNTY LEVY.
Comments COMMISSIONER'S ORDER NO.95128. M&O IN 2015 USINGCOUNTY LEVY.
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
WISCONSIN CENTRAL LTD. RailRoad Name WISCONSIN CENTRAL LTD.
691440W USDOT Number 691440W
0.62 Located at Milepoint 0.62
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
0 Last Year Protection Upgraded 0
40 Crossing Length 40
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
3.67 * 630862.42 / 60 * 25 *1.1
$1,061,163
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.67 * 2112 * 59.15 / 20 * 25 $573,093
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.67 * 35209.26 / 60 * 25 $53,841
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
40 * 1350 / 25 * 25 $54,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,061,163 + $573,093+ $53,841 + $1,500 +$54,000
$1,743,597
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.07 Segment Length 1.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO S CORP LIMITSSCANDIA
Termini CSAH 4 TO S CORP LIMITSSCANDIA
2450 Present AADT 2450
2017 Year of Count 2017
1.3 Projection Factor 1.3
3185 Projected Traffic 3185
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
1.07 * 1053148.84 / 60 * 25* 1.1
$516,482
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.07 * 2376 * 59.15 / 20 * 25 $187,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.07 * 150960.35 / 60 * 25 $67,303
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $516,482 + $187,973+ $67,303
$771,758
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-020
Original Current
SCANDIA Municipality SCANDIA
3.35 Segment Length 3.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CORP LIMITS SCANDIA TO CORD 52
Termini S CORP LIMITS SCANDIA TO CORD 52
2450 Present AADT 2450
2017 Year of Count 2017
1.3 Projection Factor 1.3
3185 Projected Traffic 3185
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
3.35 * 1053148.84 / 60 * 25* 1.1
$1,617,022
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.35 * 2376 * 59.15 / 20 * 25 $588,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.35 * 150960.35 / 60 * 25 $210,715
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,617,022 + $588,513+ $210,715
$2,416,250
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-030
Original Current
SCANDIA Municipality SCANDIA
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 52 TO TH 97 Termini CO RD 52 TO TH 97
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.2 * 2587426.01 / 60 * 25 *1.15
$247,962
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 59.15 / 15 * 25 $57,257
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 226922.42 / 60 * 25 $18,910
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $247,962 + $57,257 +$18,910
$324,129
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-031
Original Current
SCANDIA Municipality SCANDIA
0.42 Segment Length 0.42
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 97 TO S JCT OLINDA LN Termini TH 97 TO S JCT OLINDA LN
3050 Present AADT 3050
2017 Year of Count 2017
1.3 Projection Factor 1.3
3965 Projected Traffic 3965
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.42 * 2587426.01 / 60 * 25* 1.15
$520,719
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 2904 * 59.15 / 15 * 25 $120,240
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 226922.42 / 60 * 25 $39,711
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $520,719 + $120,240+ $39,711
$680,670
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-032
Original Current
SCANDIA Municipality SCANDIA
0.43 Segment Length 0.43
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S JCT OLINDA LN TO 220TH ST N Termini S JCT OLINDA LN TO 220TH ST N
3050 Present AADT 3050
2017 Year of Count 2017
1.3 Projection Factor 1.3
3965 Projected Traffic 3965
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
0.43 * 1053148.84 / 60 * 25* 1.1
$207,558
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.43 * 2376 * 59.15 / 20 * 25 $75,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.43 * 150960.35 / 60 * 25 $27,047
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $207,558 + $75,540 +$27,047
$310,145
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-040
Original Current
SCANDIA Municipality SCANDIA
2.05 Segment Length 2.05
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
220TH ST. NO. TO 1.80 MI NORTH Termini 220TH ST. NO. TO 1.80 MI NORTH
2800 Present AADT 2800
2017 Year of Count 2017
1.3 Projection Factor 1.3
3640 Projected Traffic 3640
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
2.05 * 1053148.84 / 60 * 25* 1.1
$989,521
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.05 * 2376 * 59.15 / 20 * 25 $360,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.05 * 150960.35 / 60 * 25 $128,945
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $989,521 + $360,135+ $128,945
$1,478,601
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-603-041
Original Current
SCANDIA Municipality SCANDIA
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.80 MI N OF 220TH ST TO N COLINE
Termini 1.80 MI N OF 220TH ST TO N COLINE
2350 Present AADT 2350
2017 Year of Count 2017
1.3 Projection Factor 1.3
3055 Projected Traffic 3055
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1988 Latest Year SA funds 1988
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 * 1053148.84 / 60 * 25 *1.1
$144,808
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 150960.35 / 60 * 25 $18,870
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $144,808 + $52,703 +$18,870
$216,381
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-010
Original Current
HUGO Municipality HUGO
2.34 Segment Length 2.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 61 TO 0.16 MI E INGERSOLLAVE
Termini TH 61 TO 0.16 MI E INGERSOLLAVE
4400 Present AADT 4400
2017 Year of Count 2017
1.3 Projection Factor 1.3
5720 Projected Traffic 5720
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
ADDED BOX CULVERT #82J09,PROJECT 82-604-08
Comments ADDED BOX CULVERT #82J09,PROJECT 82-604-08
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
82J09 Structure Number 82J09
Milepoint
2002 Year Built 2002
Harcwood Crk (JD # 2) Feature Crossed Harcwood Crk (JD # 2)
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
10 Culvert Height 10
96 Culvert Length 96
99.99986017 Area of Waterway Opening 99.99986017
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
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.34 * 1053148.84 / 60 * 25* 1.1
$1,129,502
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.34 * 2376 * 59.15 / 20 * 25 $411,081
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.34 * 150960.35 / 60 * 25 $147,186
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
96 * 99.99986017 * 16.61 /100 * 25 * 1.15
$45,844
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,129,502 + $411,081+ $147,186 + $45,844
$1,733,613
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-011
Original Current
HUGO Municipality HUGO
1.84 Segment Length 1.84
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.16 MI E OF INGERSOLL AVE TOE LIM HUGO
Termini 0.16 MI E OF INGERSOLL AVE TOE LIM HUGO
3100 Present AADT 3100
2017 Year of Count 2017
1.3 Projection Factor 1.3
4030 Projected Traffic 4030
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 082-614-013 Comments 2016 SAP 082-614-013
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
1.84 * 1053148.84 / 60 * 25* 1.1
$888,156
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.84 * 2376 * 59.15 / 20 * 25 $323,243
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.84 * 150960.35 / 60 * 25 $115,736
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $888,156 + $323,243+ $115,736
$1,327,135
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-012
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
E LIMS HUGO TO CSAH 15 Termini E LIMS HUGO TO CSAH 15
3100 Present AADT 3100
2017 Year of Count 2017
1.3 Projection Factor 1.3
4030 Projected Traffic 4030
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1993 Latest Year SA funds 1993
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 * 1053148.84 / 60 * 25 *1.1
$337,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 59.15 / 20 * 25 $122,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 150960.35 / 60 * 25 $44,030
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $337,885 + $122,973+ $44,030
$504,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-013
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO MAY AV N Termini CSAH 15 TO MAY AV N
2700 Present AADT 2700
2017 Year of Count 2017
1.3 Projection Factor 1.3
3510 Projected Traffic 3510
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
1.3 * 1053148.84 / 60 * 25 *1.1
$627,501
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 59.15 / 20 * 25 $228,378
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 150960.35 / 60 * 25 $81,770
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $627,501 + $228,378+ $81,770
$937,649
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAY AVE N TO W JCT CSAH3 Termini MAY AVE N TO W JCT CSAH3
2700 Present AADT 2700
2017 Year of Count 2017
1.3 Projection Factor 1.3
3510 Projected Traffic 3510
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
1 * 1053148.84 / 60 * 25 *1.1
$482,693
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 59.15 / 20 * 25 $175,676
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 150960.35 / 60 * 25 $62,900
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $482,693 + $175,676+ $62,900
$721,269
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W JCT CSAH 3 TO E JCT CSAH 3 Termini W JCT CSAH 3 TO E JCT CSAH 3
2700 Present AADT 2700
2017 Year of Count 2017
1.3 Projection Factor 1.3
3510 Projected Traffic 3510
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
0.4 * 1053148.84 / 60 * 25 *1.1
$193,077
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 59.15 / 20 * 25 $70,270
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 150960.35 / 60 * 25 $25,160
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $193,077 + $70,270 +$25,160
$288,507
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
CSAH 3 TO OLD GUSLANDERTRAIL
Termini CSAH 3 TO OLD GUSLANDERTRAIL
920 Present AADT 920
2017 Year of Count 2017
1.3 Projection Factor 1.3
1196 Projected Traffic 1196
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL
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 * 630862.42 / 60 * 25 *1.1
$173,487
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 59.15 / 20 * 25 $93,694
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 35209.26 / 60 * 25 $8,802
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $173,487 + $93,694 +$8,802
$275,983
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
OLD GUSLANDER TRAIL TO W LIMMARINE
Termini OLD GUSLANDER TRAIL TO W LIMMARINE
920 Present AADT 920
2017 Year of Count 2017
1.3 Projection Factor 1.3
1196 Projected Traffic 1196
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL
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
1.7 * 630862.42 / 60 * 25 *1.1
$491,547
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 59.15 / 20 * 25 $265,465
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 35209.26 / 60 * 25 $24,940
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $491,547 + $265,465+ $24,940
$781,952
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-050
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM MARINE TO OLD MARINETRAIL
Termini W LIM MARINE TO OLD MARINETRAIL
460 Present AADT 460
2017 Year of Count 2017
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL
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
0.32 * 630862.42 / 60 * 25 *1.1
$92,526
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2112 * 59.15 / 20 * 25 $49,970
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 35209.26 / 60 * 25 $4,695
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $92,526 + $49,970 +$4,695
$147,191
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-060
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
1.05 Segment Length 1.05
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
OLD MARINE TRAIL TOBROADWAY
Termini OLD MARINE TRAIL TOBROADWAY
460 Present AADT 460
2017 Year of Count 2017
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL
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
1.05 * 630862.42 / 60 * 25 *1.1
$303,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.05 * 2112 * 59.15 / 20 * 25 $163,964
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.05 * 35209.26 / 60 * 25 $15,404
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $303,603 + $163,964+ $15,404
$482,971
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-070
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
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
ALONG BROADWAY TO ROSE ST Termini ALONG BROADWAY TO ROSE ST
950 Present AADT 950
2017 Year of Count 2017
1.3 Projection Factor 1.3
1235 Projected Traffic 1235
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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
0.25 * 630862.42 / 60 * 25 *1.1
$72,286
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 59.15 / 20 * 25 $39,039
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 35209.26 / 60 * 25 $3,668
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $72,286 + $39,039 +$3,668
$114,993
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-080
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ROSE ST TO 6TH ST Termini ROSE ST TO 6TH ST
950 Present AADT 950
2017 Year of Count 2017
1.3 Projection Factor 1.3
1235 Projected Traffic 1235
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1994 Latest Year SA funds 1994
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
0.07 * 2587426.01 / 60 * 25* 1.15
$86,787
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 59.15 / 15 * 25 $20,040
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 226922.42 / 60 * 25 $6,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $86,787 + $20,040 +$6,619
$113,446
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-604-090
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
6TH ST TO TH 95 Termini 6TH ST TO TH 95
950 Present AADT 950
2017 Year of Count 2017
1.3 Projection Factor 1.3
1235 Projected Traffic 1235
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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 * 630862.42 / 60 * 25 *1.1
$60,721
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2112 * 59.15 / 20 * 25 $32,793
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 35209.26 / 60 * 25 $3,081
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $60,721 + $32,793 +$3,081
$96,595
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-009
Original Current
STILLWATER Municipality STILLWATER
0.77 Segment Length 0.77
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 15 TO COTTAGE DRIVE Termini CSAH 15 TO COTTAGE DRIVE
20700 Present AADT 20700
2017 Year of Count 2017
1.3 Projection Factor 1.3
26910 Projected Traffic 26910
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1994 Latest Year SA funds 1994
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
0.77 * 5608679.01 / 60 * 25* 1.15
$2,069,369
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.77 * 4488 * 59.15 / 15 * 25 $340,680
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.77 * 1763026.13 / 60 * 25 $565,638
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $2,069,369 +$340,680 + $565,638
$3,151,468
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-605-011
Original Current
STILLWATER Municipality STILLWATER
0.41 Segment Length 0.41
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
COTTAGE DRIVE TO WEST PINESTREET
Termini COTTAGE DRIVE TO WEST PINESTREET
15500 Present AADT 15500
2017 Year of Count 2017
1.3 Projection Factor 1.3
20150 Projected Traffic 20150
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1994 Latest Year SA funds 1994
2 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
0.41 * 5608679.01 / 60 * 25* 1.15
$1,101,872
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.41 * 4488 * 59.15 / 15 * 25 $181,401
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.41 * 1763026.13 / 60 * 25 $301,184
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,101,872 +$181,401 + $301,184
$1,689,926
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-605-020
Original Current
STILLWATER Municipality STILLWATER
0.38 Segment Length 0.38
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST PINE STREET TO BRICK ST Termini WEST PINE STREET TO BRICK ST
8900 Present AADT 8900
2017 Year of Count 2017
1.3 Projection Factor 1.3
11570 Projected Traffic 11570
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1966 Latest Year SA funds 1966
0 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
0.38 * 3381036.31 / 60 * 25* 1.15
$615,630
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 3696 * 59.15 / 15 * 25 $138,458
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 633010.47 / 60 * 25 $100,227
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $615,630 +$138,458 + $100,227
$889,471
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-030
Original Current
STILLWATER Municipality STILLWATER
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
BRICK ST TO OWENS ST ONOLIVE ST
Termini BRICK ST TO OWENS ST ONOLIVE ST
8900 Present AADT 8900
2017 Year of Count 2017
1.3 Projection Factor 1.3
11570 Projected Traffic 11570
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1966 Latest Year SA funds 1966
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
0.36 * 3381036.31 / 60 * 25* 1.15
$583,229
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 3696 * 59.15 / 15 * 25 $131,171
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 633010.47 / 60 * 25 $94,952
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $583,229 + $131,171+ $94,952
$809,352
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-040
Original Current
STILLWATER Municipality STILLWATER
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
OLIVE TO MYRTLE ON OWENS Termini OLIVE TO MYRTLE ON OWENS
7500 Present AADT 7500
2017 Year of Count 2017
1.3 Projection Factor 1.3
9750 Projected Traffic 9750
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1974 Latest Year SA funds 1974
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
0.12 * 2587426.01 / 60 * 25* 1.15
$148,777
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 59.15 / 15 * 25 $34,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 226922.42 / 60 * 25 $11,346
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $148,777 + $34,354 +$11,346
$194,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-041
Original Current
STILLWATER Municipality STILLWATER
0.67 Segment Length 0.67
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MYRTLE TO WILKIN ON OWENS Termini MYRTLE TO WILKIN ON OWENS
9200 Present AADT 9200
2017 Year of Count 2017
1.3 Projection Factor 1.3
11960 Projected Traffic 11960
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1974 Latest Year SA funds 1974
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 * 3381036.31 / 60 * 25* 1.15
$1,085,454
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.67 * 3696 * 59.15 / 15 * 25 $244,124
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.67 * 633010.47 / 60 * 25 $176,715
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,085,454 + $244,124+ $176,715
$1,506,293
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-050
Original Current
STILLWATER Municipality STILLWATER
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WILKIN TO SYCAMORE ONOWENS
Termini WILKIN TO SYCAMORE ONOWENS
6900 Present AADT 6900
2017 Year of Count 2017
1.3 Projection Factor 1.3
8970 Projected Traffic 8970
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1972 Latest Year SA funds 1972
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
0.2 * 2587426.01 / 60 * 25 *1.15
$247,962
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 59.15 / 15 * 25 $57,257
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 226922.42 / 60 * 25 $18,910
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $247,962 + $57,257 +$18,910
$324,129
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-060
Original Current
STILLWATER Municipality STILLWATER
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SYCAMORE TO 0.06 MI N Termini SYCAMORE TO 0.06 MI N
5800 Present AADT 5800
2017 Year of Count 2017
1.3 Projection Factor 1.3
7540 Projected Traffic 7540
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1972 Latest Year SA funds 1972
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
0.06 * 2089654.58 / 60 * 25* 1.1
$57,466
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 3564 * 59.15 / 20 * 25 $15,811
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 120761.57 / 60 * 25 $3,019
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $57,466 + $15,811 +$3,019
$76,296
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-070
Original Current
STILLWATER Municipality STILLWATER
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.06 M TO 0.26 M N OF SYCAMORE Termini 0.06 M TO 0.26 M N OF SYCAMORE
5800 Present AADT 5800
2017 Year of Count 2017
1.3 Projection Factor 1.3
7540 Projected Traffic 7540
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1972 Latest Year SA funds 1972
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $191,552 + $52,703 +$10,063
$254,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-080
Original Current
STILLWATER Municipality STILLWATER
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.26 MI N OF SYCAMORE TO NLIMS STILLWATER
Termini 0.26 MI N OF SYCAMORE TO NLIMS STILLWATER
5800 Present AADT 5800
2017 Year of Count 2017
1.3 Projection Factor 1.3
7540 Projected Traffic 7540
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1972 Latest Year SA funds 1972
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
0.35 * 2089654.58 / 60 * 25* 1.1
$335,215
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 3564 * 59.15 / 20 * 25 $92,230
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 120761.57 / 60 * 25 $17,611
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $335,215 + $92,230 +$17,611
$445,056
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-090
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM STILLWATER TO 0.10 MI.S. OF TH 96
Termini NO LIM STILLWATER TO 0.10 MI.S. OF TH 96
5400 Present AADT 5400
2017 Year of Count 2017
1.3 Projection Factor 1.3
7020 Projected Traffic 7020
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1972 Latest Year SA funds 1972
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,776 + $26,351 +$5,032
$127,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-100
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
.10 MI. N. OF N. LIM. STILLWATERTO TH 96
Termini .10 MI. N. OF N. LIM. STILLWATERTO TH 96
5400 Present AADT 5400
2017 Year of Count 2017
1.3 Projection Factor 1.3
7020 Projected Traffic 7020
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1972 Latest Year SA funds 1972
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
82501 Structure Number 82501
3.71 Milepoint 3.71
1967 Year Built 1967
MZ LTD & BROWNS CREEK Feature Crossed MZ LTD & BROWNS CREEK
Type of Service
Number of Spans
199 Bridge Length 199
37.5 Bridge Width 37.5
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
0.1 * 2587426.01 / 60 * 25 *1.15
$123,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 59.15 / 15 * 25 $28,629
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 226922.42 / 60 * 25 $9,455
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
199 * 37.5 * 147 / 80 * 25 *1.15
$394,230
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $123,981 + $28,629 +$9,455 + $394,230
$556,295
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-605-110
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 96 TO CSAH 11 Termini TH 96 TO CSAH 11
3450 Present AADT 3450
2017 Year of Count 2017
1.3 Projection Factor 1.3
4485 Projected Traffic 4485
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2016 082-605-02-14 mill olay,culvert replacement
Comments 2016 082-605-02-14 mill olay,culvert replacement
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
2 * 1053148.84 / 60 * 25 *1.1
$965,386
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2376 * 59.15 / 20 * 25 $351,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 150960.35 / 60 * 25 $125,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $965,386 + $351,351+ $125,800
$1,442,537
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-606-010
Original Current
OAKDALE Municipality OAKDALE
1.49 Segment Length 1.49
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO I 694 Termini W CO LINE TO I 694
5300 Present AADT 5300
2017 Year of Count 2017
1.3 Projection Factor 1.3
6890 Projected Traffic 6890
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
1 Number of Signal Legs 1
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
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
1.49 * 2587426.01 / 60 * 25* 1.15
$1,847,314
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.49 * 2904 * 59.15 / 15 * 25 $426,566
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.49 * 226922.42 / 60 * 25 $140,881
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,847,314 +$426,566 + $140,881
$2,449,917
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-606-011
Original Current
OAKDALE Municipality OAKDALE
0.39 Segment Length 0.39
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
I 694 TO 0.39 MI E Termini I 694 TO 0.39 MI E
5300 Present AADT 5300
2017 Year of Count 2017
1.3 Projection Factor 1.3
6890 Projected Traffic 6890
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1980 Latest Year SA funds 1980
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
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
0.39 * 2587426.01 / 60 * 25* 1.15
$483,525
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 2904 * 59.15 / 15 * 25 $111,652
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 226922.42 / 60 * 25 $36,875
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $483,525 + $111,652+ $36,875
$632,052
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-606-012
Original Current
OAKDALE Municipality OAKDALE
0.45 Segment Length 0.45
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.39 MI E I 694 TO E LIM OAKDALE Termini 0.39 MI E I 694 TO E LIM OAKDALE
5300 Present AADT 5300
2017 Year of Count 2017
1.3 Projection Factor 1.3
6890 Projected Traffic 6890
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1980 Latest Year SA funds 1980
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
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
0.45 * 2587426.01 / 60 * 25* 1.15
$557,914
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.45 * 2904 * 59.15 / 15 * 25 $128,829
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.45 * 226922.42 / 60 * 25 $42,548
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $557,914 + $128,829+ $42,548
$729,291
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-606-020
Original Current
LAKE ELMO Municipality LAKE ELMO
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM OAKDALE TO CSAH 13 SJCT
Termini E LIM OAKDALE TO CSAH 13 SJCT
5500 Present AADT 5500
2017 Year of Count 2017
1.3 Projection Factor 1.3
7150 Projected Traffic 7150
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1980 Latest Year SA funds 1980
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
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
0.5 * 2089654.58 / 60 * 25 *1.1
$478,879
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 3564 * 59.15 / 20 * 25 $131,757
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 120761.57 / 60 * 25 $25,159
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $478,879 + $131,757+ $25,159
$635,795
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-606-030
Original Current
LAKE ELMO Municipality LAKE ELMO
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
CSAH 13 S JCT TO CSAH 14 Termini CSAH 13 S JCT TO CSAH 14
4500 Present AADT 4500
2017 Year of Count 2017
1.3 Projection Factor 1.3
5850 Projected Traffic 5850
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1980 Latest Year SA funds 1980
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93609 Structure Number 93609
3.257 Milepoint 3.257
1980 Year Built 1980
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
154 Culvert Length 154
98.99989386 Area of Waterway Opening 98.99989386
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
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 1053148.84 / 60 * 25 *1.1
$337,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 59.15 / 20 * 25 $122,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 150960.35 / 60 * 25 $44,030
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
154 * 98.99989386 * 16.61 /100 * 25 * 1.15
$72,805
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $337,885 + $122,973+ $44,030 + $72,805
$577,693
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-005
Original Current
GRANT Municipality GRANT
1.47 Segment Length 1.47
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO S CORP LIMITSHUGO
Termini W CO LINE TO S CORP LIMITSHUGO
2550 Present AADT 2550
2017 Year of Count 2017
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
1.47 * 1053148.84 / 60 * 25* 1.1
$709,559
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.47 * 2376 * 59.15 / 20 * 25 $258,243
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.47 * 150960.35 / 60 * 25 $92,463
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $709,559 + $258,243+ $92,463
$1,060,265
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-006
Original Current
HUGO Municipality HUGO
1.01 Segment Length 1.01
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CORP LIMITS HUGO TO 125THST N
Termini S CORP LIMITS HUGO TO 125THST N
1800 Present AADT 1800
2017 Year of Count 2017
1.3 Projection Factor 1.3
2340 Projected Traffic 2340
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
1.01 * 1053148.84 / 60 * 25* 1.1
$487,520
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 2376 * 59.15 / 20 * 25 $177,432
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 150960.35 / 60 * 25 $63,529
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $487,520 + $177,432+ $63,529
$728,481
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-007
Original Current
HUGO Municipality HUGO
1.56 Segment Length 1.56
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
125TH ST N TO CSAH 8 Termini 125TH ST N TO CSAH 8
1350 Present AADT 1350
2017 Year of Count 2017
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
1.56 * 1053148.84 / 60 * 25* 1.1
$753,001
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.56 * 2376 * 59.15 / 20 * 25 $274,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.56 * 150960.35 / 60 * 25 $98,124
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $753,001 + $274,054+ $98,124
$1,125,179
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-008
Original Current
HUGO Municipality HUGO
0.48 Segment Length 0.48
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 8 TO CO RD 57 Termini CSAH 8 TO CO RD 57
2000 Present AADT 2000
2017 Year of Count 2017
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-607-015 turn lane; 2013SP 082-607-014 C&G, M&OL
Comments 2016 082-607-015 turn lane; 2013SP 082-607-014 C&G, M&OL
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
0.48 * 1053148.84 / 60 * 25* 1.1
$231,693
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 2376 * 59.15 / 20 * 25 $84,324
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 150960.35 / 60 * 25 $30,192
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $231,693 + $84,324 +$30,192
$346,209
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-009
Original Current
HUGO Municipality HUGO
0.24 Segment Length 0.24
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 57 TO CSAH 9 Termini CO RD 57 TO CSAH 9
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
0.24 * 1053148.84 / 60 * 25* 1.1
$115,846
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2376 * 59.15 / 20 * 25 $42,162
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 150960.35 / 60 * 25 $15,096
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $115,846 + $42,162 +$15,096
$173,104
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 9 TO 0.50 MI E Termini CSAH 9 TO 0.50 MI E
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
691436G USDOT Number 691436G
0.5 Located at Milepoint 0.5
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2006 Last Year Protection Upgraded 2006
80 Crossing Length 80
Last Year Surfaced
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
0.5 * 1053148.84 / 60 * 25 *1.1
$241,347
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 59.15 / 20 * 25 $87,838
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 150960.35 / 60 * 25 $31,450
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
80 * 1350 / 25 * 25 $108,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $241,347 + $87,838 +$31,450 + $275,000 +$108,000
$743,635
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.50 MI E CSAH 9 TO 0.60 MI E Termini 0.50 MI E CSAH 9 TO 0.60 MI E
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
0.1 * 1053148.84 / 60 * 25 *1.1
$48,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 59.15 / 20 * 25 $17,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 150960.35 / 60 * 25 $6,290
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,269 + $17,568 +$6,290
$72,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-012
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.60 MI E CSAH 9 TO SO. JCTCSAH 15
Termini 0.60 MI E CSAH 9 TO SO. JCTCSAH 15
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL
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
0.5 * 1053148.84 / 60 * 25 *1.1
$241,347
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 59.15 / 20 * 25 $87,838
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 150960.35 / 60 * 25 $31,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $241,347 + $87,838 +$31,450
$360,635
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO JCT CSAH 15 TO W JCT CO RD55
Termini NO JCT CSAH 15 TO W JCT CO RD55
1650 Present AADT 1650
2017 Year of Count 2017
1.3 Projection Factor 1.3
2145 Projected Traffic 2145
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1967 Latest Year SA funds 1967
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
1.8 * 1053148.84 / 60 * 25 *1.1
$868,848
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2376 * 59.15 / 20 * 25 $316,216
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 150960.35 / 60 * 25 $113,220
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $868,848 + $316,216+ $113,220
$1,298,284
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W JCT CO RD 55 TO PARIS AVENO
Termini W JCT CO RD 55 TO PARIS AVENO
2150 Present AADT 2150
2017 Year of Count 2017
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1967 Latest Year SA funds 1967
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
2.3 * 1053148.84 / 60 * 25 *1.1
$1,110,194
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2376 * 59.15 / 20 * 25 $404,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 150960.35 / 60 * 25 $144,670
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,110,194 + $404,054+ $144,670
$1,658,918
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
PARIS AVE NO TO CO RD 51 Termini PARIS AVE NO TO CO RD 51
940 Present AADT 940
2017 Year of Count 2017
1.3 Projection Factor 1.3
1222 Projected Traffic 1222
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1967 Latest Year SA funds 1967
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 * 2587426.01 / 60 * 25 *1.15
$371,942
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 59.15 / 15 * 25 $85,886
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 226922.42 / 60 * 25 $28,365
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $371,942 + $85,886 +$28,365
$486,193
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 51 TO CO RD 59 Termini CO RD 51 TO CO RD 59
760 Present AADT 760
2017 Year of Count 2017
1.3 Projection Factor 1.3
988 Projected Traffic 988
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1967 Latest Year SA funds 1967
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
0.5 * 630862.42 / 60 * 25 *1.1
$144,573
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 59.15 / 20 * 25 $78,078
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 35209.26 / 60 * 25 $7,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $144,573 + $78,078 +$7,335
$229,986
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 59 TO SW LIMITS MARINE Termini CO RD 59 TO SW LIMITS MARINE
455 Present AADT 455
2017 Year of Count 2017
1.3 Projection Factor 1.3
592 Projected Traffic 592
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY DONE UNDER SAP082-607-012
Comments 2010 OVERLAY DONE UNDER SAP082-607-012
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
1.6 * 630862.42 / 60 * 25 *1.1
$462,632
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 59.15 / 20 * 25 $249,850
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 35209.26 / 60 * 25 $23,473
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $462,632 + $249,850+ $23,473
$735,955
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-058
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SW LIM MARINE TO 0.16 MI E Termini SW LIM MARINE TO 0.16 MI E
360 Present AADT 360
2017 Year of Count 2017
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY DONE UNDER SAP082-607-012
Comments 2010 OVERLAY DONE UNDER SAP082-607-012
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
0.16 * 630862.42 / 60 * 25 *1.1
$46,263
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2112 * 59.15 / 20 * 25 $24,985
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 35209.26 / 60 * 25 $2,347
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $46,263 + $24,985 +$2,347
$73,595
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-059
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.34 Segment Length 0.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.16 MI E TO 0.4 MI NE OF SW LIMMARINE ON ST CROIX
Termini 0.16 MI E TO 0.4 MI NE OF SW LIMMARINE ON ST CROIX
360 Present AADT 360
2017 Year of Count 2017
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY DONE UNDER SAP082-607-012
Comments 2010 OVERLAY DONE UNDER SAP082-607-012
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
0.34 * 630862.42 / 60 * 25 *1.1
$98,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2112 * 59.15 / 20 * 25 $53,093
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 35209.26 / 60 * 25 $4,988
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,309 + $53,093 +$4,988
$156,390
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-060
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 MI E SW LIM MARINE TO 0.82MI NE
Termini 0.4 MI E SW LIM MARINE TO 0.82MI NE
360 Present AADT 360
2017 Year of Count 2017
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1983 Latest Year SA funds 1983
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
0.32 * 630862.42 / 60 * 25 *1.1
$92,526
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2112 * 59.15 / 20 * 25 $49,970
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 35209.26 / 60 * 25 $4,695
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $92,526 + $49,970 +$4,695
$147,191
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-061
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.82 MI TO 1.02 MI NE OF W LIMSMARINE ON ST CROIX
Termini 0.82 MI TO 1.02 MI NE OF W LIMSMARINE ON ST CROIX
360 Present AADT 360
2017 Year of Count 2017
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
PROPOSED SURFACE ANDROADBED WIDTH CHANGED TOREFLECT MAXIMUM ALLOWABLE--24 X 32. 2/22/07 SL
Comments PROPOSED SURFACE ANDROADBED WIDTH CHANGED TOREFLECT MAXIMUM ALLOWABLE--24 X 32. 2/22/07 SL
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
0.2 * 630862.42 / 60 * 25 *1.1
$57,829
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 59.15 / 20 * 25 $31,231
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 35209.26 / 60 * 25 $2,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $57,829 + $31,231 +$2,934
$91,994
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-607-070
Original Current
MARINE ON ST CROIX Municipality MARINE ON ST CROIX
0.51 Segment Length 0.51
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.02 MI E OF LIMS TO TH 95 Termini 1.02 MI E OF LIMS TO TH 95
360 Present AADT 360
2017 Year of Count 2017
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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
0.51 * 630862.42 / 60 * 25 *1.1
$147,464
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2112 * 59.15 / 20 * 25 $79,640
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 35209.26 / 60 * 25 $7,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $147,464 + $79,640 +$7,482
$234,586
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-608-010
Original Current
HUGO Municipality HUGO
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
W CO LINE TO TH 61 Termini W CO LINE TO TH 61
16000 Present AADT 16000
2017 Year of Count 2017
1.3 Projection Factor 1.3
20800 Projected Traffic 20800
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2005 Latest Year SA funds 2005
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
RECONSTRUCTED UNDER SAP82-608-07
Comments RECONSTRUCTED UNDER SAP82-608-07
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
1.4 * 5608679.01 / 60 * 25 *1.15
$3,762,489
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 4488 * 59.15 / 15 * 25 $619,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 1763026.13 / 60 * 25 $1,028,432
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $3,762,489 +$619,419 + $1,028,432
$5,515,809
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-608-040
Original Current
HUGO Municipality HUGO
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
TH 61 TO GOODVIEW AVE Termini TH 61 TO GOODVIEW AVE
4100 Present AADT 4100
2017 Year of Count 2017
1.3 Projection Factor 1.3
5330 Projected Traffic 5330
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2000 Latest Year SA funds 2000
1 Number of Signal Legs 1
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.91 * 2587426.01 / 60 * 25* 1.15
$1,128,226
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.91 * 2904 * 59.15 / 15 * 25 $260,520
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.91 * 226922.42 / 60 * 25 $86,041
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,128,226 +$260,520 + $86,041
$1,509,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-608-050
Original Current
HUGO Municipality HUGO
5.04 Segment Length 5.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
GOODVIEW AVE N TO CSAH 7 Termini GOODVIEW AVE N TO CSAH 7
1900 Present AADT 1900
2017 Year of Count 2017
1.3 Projection Factor 1.3
2470 Projected Traffic 2470
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2016 082-608-011 realignment atCSAH 7; 2010 OVERLAY DONEUNDER SAP 82-608-010
Comments 2016 082-608-011 realignment atCSAH 7; 2010 OVERLAY DONEUNDER SAP 82-608-010
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
5.04 * 1053148.84 / 60 * 25* 1.1
$2,432,774
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.04 * 2376 * 59.15 / 20 * 25 $885,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.04 * 150960.35 / 60 * 25 $317,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,432,774 + $885,405+ $317,017
$3,635,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-008
Original Current
GRANT Municipality GRANT
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 12 TO 0.10 MI. N. Termini CSAH 12 TO 0.10 MI. N.
4450 Present AADT 4450
2017 Year of Count 2017
1.3 Projection Factor 1.3
5785 Projected Traffic 5785
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1991 Latest Year SA funds 1991
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
0.1 * 1053148.84 / 60 * 25 *1.1
$48,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 59.15 / 20 * 25 $17,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 150960.35 / 60 * 25 $6,290
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,269 + $17,568 +$6,290
$72,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-009
Original Current
GRANT Municipality GRANT
1.7 Segment Length 1.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 MI. N. OF CSAH 12 TO MN. TH96
Termini 0.10 MI. N. OF CSAH 12 TO MN. TH96
4450 Present AADT 4450
2017 Year of Count 2017
1.3 Projection Factor 1.3
5785 Projected Traffic 5785
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1991 Latest Year SA funds 1991
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
1.7 * 1053148.84 / 60 * 25 *1.1
$820,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2376 * 59.15 / 20 * 25 $298,648
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 150960.35 / 60 * 25 $106,930
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $820,578 + $298,648+ $106,930
$1,226,156
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-010
Original Current
GRANT Municipality GRANT
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 96 TO IRONWOOD AVE NO Termini TH 96 TO IRONWOOD AVE NO
2000 Present AADT 2000
2017 Year of Count 2017
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
082-609-005 full depth reclaim..9926
Comments 082-609-005 full depth reclaim..9926
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
1.6 * 1053148.84 / 60 * 25 *1.1
$772,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 59.15 / 20 * 25 $281,081
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 150960.35 / 60 * 25 $100,640
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $772,309 + $281,081+ $100,640
$1,154,030
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-020
Original Current
GRANT Municipality GRANT
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
IRONWOOD AVE NO TO 0.3 MI WOF KEYSTONE AVE
Termini IRONWOOD AVE NO TO 0.3 MI WOF KEYSTONE AVE
1100 Present AADT 1100
2017 Year of Count 2017
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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
2 * 630862.42 / 60 * 25 * 1.1 $578,291
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 59.15 / 20 * 25 $312,312
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 35209.26 / 60 * 25 $29,341
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $578,291 + $312,312+ $29,341
$919,944
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-030
Original Current
GRANT Municipality GRANT
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI W TO KEYSTONE AVE Termini 0.3 MI W TO KEYSTONE AVE
900 Present AADT 900
2017 Year of Count 2017
1.3 Projection Factor 1.3
1170 Projected Traffic 1170
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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 * 630862.42 / 60 * 25 *1.1
$86,744
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 59.15 / 20 * 25 $46,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 35209.26 / 60 * 25 $4,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $86,744 + $46,847 +$4,401
$137,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-040
Original Current
GRANT Municipality GRANT
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON KEYSTONE AVE, FROM 119THST N TO S LIM HUGO
Termini ON KEYSTONE AVE, FROM 119THST N TO S LIM HUGO
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
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
0.1 * 630862.42 / 60 * 25 *1.1
$28,915
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 59.15 / 20 * 25 $15,616
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 35209.26 / 60 * 25 $1,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,915 + $15,616 +$1,467
$45,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-609-050
Original Current
HASTINGS Municipality HASTINGS
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
ON KEYSTONE AVE, FROM S LIMHUGO TO CSAH 7
Termini ON KEYSTONE AVE, FROM S LIMHUGO TO CSAH 7
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
691435A USDOT Number 691435A
0.2 Located at Milepoint 0.2
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
1980 Last Year Protection Upgraded 1980
32 Crossing Length 32
Last Year Surfaced
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
0.25 * 630862.42 / 60 * 25 *1.1
$72,286
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 59.15 / 20 * 25 $39,039
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 35209.26 / 60 * 25 $3,668
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $72,286 + $39,039 +$3,668 + $325,000 +$43,200
$483,193
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-050
Original Current
OAKDALE Municipality OAKDALE
0.78 Segment Length 0.78
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 120 TO 0.22 MI W OF HADLEY Termini TH 120 TO 0.22 MI W OF HADLEY
12900 Present AADT 12900
2017 Year of Count 2017
1.3 Projection Factor 1.3
16770 Projected Traffic 16770
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2015 Latest Year SA funds 2015
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015
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
0.78 * 3381036.31 / 60 * 25* 1.15
$1,263,662
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 3696 * 59.15 / 15 * 25 $284,204
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 633010.47 / 60 * 25 $205,728
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $1,263,662 +$284,204 + $205,728
$1,929,375
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-051
Original Current
OAKDALE Municipality OAKDALE
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.22 MI TO 0.15 MI W OF HADLEY Termini 0.22 MI TO 0.15 MI W OF HADLEY
12900 Present AADT 12900
2017 Year of Count 2017
1.3 Projection Factor 1.3
16770 Projected Traffic 16770
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015
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
0.07 * 3381036.31 / 60 * 25* 1.15
$113,406
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 59.15 / 15 * 25 $25,505
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 633010.47 / 60 * 25 $18,463
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,406 + $25,505 +$18,463
$157,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-052
Original Current
OAKDALE Municipality OAKDALE
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.15 MI W TO 0.05 MI E OF HADLEY Termini 0.15 MI W TO 0.05 MI E OF HADLEY
22300 Present AADT 22300
2017 Year of Count 2017
1.3 Projection Factor 1.3
28990 Projected Traffic 28990
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2015 Latest Year SA funds 2015
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015
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
0.2 * 5608679.01 / 60 * 25 *1.15
$537,498
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 4488 * 59.15 / 15 * 25 $88,488
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 1763026.13 / 60 * 25 $146,919
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $537,498 +$88,488 + $146,919
$843,218
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-053
Original Current
OAKDALE Municipality OAKDALE
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.05 MI TO 0.26 MI E OF HADLEY Termini 0.05 MI TO 0.26 MI E OF HADLEY
22300 Present AADT 22300
2017 Year of Count 2017
1.3 Projection Factor 1.3
28990 Projected Traffic 28990
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2015 Latest Year SA funds 2015
4 Number of Signal Legs 4
No Special Message Special Message Code No Special Message
RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015
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
0.21 * 5608679.01 / 60 * 25* 1.15
$564,373
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 4488 * 59.15 / 15 * 25 $92,913
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 1763026.13 / 60 * 25 $154,265
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $564,373 +$92,913 + $154,265
$952,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-055
Original Current
OAKDALE Municipality OAKDALE
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.26 MI E OF HADLEY TO E RAMP I694
Termini 0.26 MI E OF HADLEY TO E RAMP I694
22300 Present AADT 22300
2017 Year of Count 2017
1.3 Projection Factor 1.3
28990 Projected Traffic 28990
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2015 Latest Year SA funds 2015
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015
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
0.15 * 5608679.01 / 60 * 25* 1.15
$403,124
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 59.15 / 15 * 25 $66,366
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 1763026.13 / 60 * 25 $110,189
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $403,124 +$66,366 + $110,189
$614,835
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-060
Original Current
OAKDALE Municipality OAKDALE
0.53 Segment Length 0.53
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
E RAMP I 694 TO 0.53 MILE EAST Termini E RAMP I 694 TO 0.53 MILE EAST
19500 Present AADT 19500
2017 Year of Count 2017
1.3 Projection Factor 1.3
25350 Projected Traffic 25350
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2012 Latest Year SA funds 2012
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL
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
0.53 * 5608679.01 / 60 * 25* 1.15
$1,424,371
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.53 * 4488 * 59.15 / 15 * 25 $234,494
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.53 * 1763026.13 / 60 * 25 $389,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $1,424,371 +$234,494 + $389,335
$2,223,981
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-065
Original Current
OAKDALE Municipality OAKDALE
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.53 MI TO 0.83 MI EAST OF ERAMP I 694
Termini 0.53 MI TO 0.83 MI EAST OF ERAMP I 694
10100 Present AADT 10100
2017 Year of Count 2017
1.3 Projection Factor 1.3
13130 Projected Traffic 13130
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2012 Latest Year SA funds 2012
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL
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
0.3 * 2089654.58 / 60 * 25 *1.1
$287,328
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 59.15 / 20 * 25 $79,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 120761.57 / 60 * 25 $15,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $287,328 +$79,054 + $15,095
$451,790
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-068
Original Current
LAKE ELMO Municipality LAKE ELMO
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.83 MI E OF E RAMP TO I 694 TO1/3 MI EAST OF CSAH 13
Termini 0.83 MI E OF E RAMP TO I 694 TO1/3 MI EAST OF CSAH 13
10100 Present AADT 10100
2017 Year of Count 2017
1.3 Projection Factor 1.3
13130 Projected Traffic 13130
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL
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 * 2089654.58 / 60 * 25 *1.1
$574,655
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 3564 * 59.15 / 20 * 25 $158,108
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 120761.57 / 60 * 25 $30,190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $574,655 + $158,108+ $30,190
$762,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-070
Original Current
LAKE ELMO Municipality LAKE ELMO
2.47 Segment Length 2.47
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1/3 MI E CSAH 13 TO .31 MI E CR17B
Termini 1/3 MI E CSAH 13 TO .31 MI E CR17B
8700 Present AADT 8700
2017 Year of Count 2017
1.3 Projection Factor 1.3
11310 Projected Traffic 11310
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
2.47 * 2089654.58 / 60 * 25* 1.1
$2,365,663
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.47 * 3564 * 59.15 / 20 * 25 $650,878
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.47 * 120761.57 / 60 * 25 $124,284
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,365,663 + $650,878+ $124,284
$3,140,825
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-080
Original Current
LAKE ELMO Municipality LAKE ELMO
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
0.31 MI E CR 17B TO CSAH 15 Termini 0.31 MI E CR 17B TO CSAH 15
4350 Present AADT 4350
2017 Year of Count 2017
1.3 Projection Factor 1.3
5655 Projected Traffic 5655
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
0.7 * 1053148.84 / 60 * 25 *1.1
$337,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 59.15 / 20 * 25 $122,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 150960.35 / 60 * 25 $44,030
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $337,885 +$122,973 + $44,030
$540,044
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-610-090
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.3 Segment Length 3.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO CSAH 21 Termini CSAH 15 TO CSAH 21
5700 Present AADT 5700
2017 Year of Count 2017
1.3 Projection Factor 1.3
7410 Projected Traffic 7410
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1997 Latest Year SA funds 1997
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92756 Structure Number 92756
6.78 Milepoint 6.78
1970 Year Built 1970
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
79 Culvert Length 79
65.99992924 Area of Waterway Opening 65.99992924
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
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.3 * 2089654.58 / 60 * 25 *1.1
$3,160,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 3564 * 59.15 / 20 * 25 $869,594
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 120761.57 / 60 * 25 $166,047
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
79 * 65.99992924 * 16.61 /100 * 25 * 1.15
$24,899
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$35,156 + $3,160,603 +$869,594 + $166,047 +$24,899
$4,256,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-010
Original Current
STILLWATER Municipality STILLWATER
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 95 SERVICE LANE TO NORTHLIMITS STILLWATER
Termini TH 95 SERVICE LANE TO NORTHLIMITS STILLWATER
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.1 * 630862.42 / 60 * 25 *1.1
$28,915
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 59.15 / 20 * 25 $15,616
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 35209.26 / 60 * 25 $1,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,915 + $15,616 +$1,467
$45,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTH LIMITS STILLWATER TO0.4 MILES NORTH
Termini NORTH LIMITS STILLWATER TO0.4 MILES NORTH
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.4 * 630862.42 / 60 * 25 *1.1
$115,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 59.15 / 20 * 25 $62,462
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 35209.26 / 60 * 25 $5,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $115,658 + $62,462 +$5,868
$183,988
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4M TO 0.7M N OF N LSTILLWATER
Termini 0.4M TO 0.7M N OF N LSTILLWATER
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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 * 630862.42 / 60 * 25 *1.1
$86,744
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 59.15 / 20 * 25 $46,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 35209.26 / 60 * 25 $4,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $86,744 + $46,847 +$4,401
$137,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MI NO OF NO LIM STILLWATERTO 107TH ST NO
Termini 0.7 MI NO OF NO LIM STILLWATERTO 107TH ST NO
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
1.3 * 630862.42 / 60 * 25 *1.1
$375,889
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 59.15 / 20 * 25 $203,003
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 35209.26 / 60 * 25 $19,072
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $375,889 + $203,003+ $19,072
$597,964
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
107TH ST NO TO SOO LINE RR Termini 107TH ST NO TO SOO LINE RR
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
1.4 * 630862.42 / 60 * 25 *1.1
$404,803
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 59.15 / 20 * 25 $218,618
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 35209.26 / 60 * 25 $20,539
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $404,803 + $218,618+ $20,539
$643,960
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-611-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SOO LINE RR TO CSAH 7 Termini SOO LINE RR TO CSAH 7
480 Present AADT 480
2017 Year of Count 2017
1.3 Projection Factor 1.3
624 Projected Traffic 624
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
693086Y USDOT Number 693086Y
0.05 Located at Milepoint 0.05
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2008 Last Year Protection Upgraded 2008
32 Crossing Length 32
Last Year Surfaced
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
1.5 * 630862.42 / 60 * 25 *1.1
$433,718
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 59.15 / 20 * 25 $234,234
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 35209.26 / 60 * 25 $22,006
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $433,718 + $234,234+ $22,006 + $275,000 +$43,200
$1,008,158
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-009
Original Current
MAHTOMEDI Municipality MAHTOMEDI
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 244 TO MAHTOMEDI AVE. Termini TH 244 TO MAHTOMEDI AVE.
8400 Present AADT 8400
2017 Year of Count 2017
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.1 * 3381036.31 / 60 * 25 *1.15
$162,008
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 59.15 / 15 * 25 $36,436
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 633010.47 / 60 * 25 $26,375
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,008 + $36,436 +$26,375
$224,819
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-010
Original Current
WILLERNIE Municipality WILLERNIE
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAHTOMEDI AVE TO PENWAYAVE.
Termini MAHTOMEDI AVE TO PENWAYAVE.
8400 Present AADT 8400
2017 Year of Count 2017
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.08 * 3381036.31 / 60 * 25* 1.15
$129,606
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 3696 * 59.15 / 15 * 25 $29,149
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 633010.47 / 60 * 25 $21,100
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $129,606 + $29,149 +$21,100
$179,855
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-020
Original Current
WILLERNIE Municipality WILLERNIE
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
PENNAY AV TO MC GREGGOR AV Termini PENNAY AV TO MC GREGGOR AV
8400 Present AADT 8400
2017 Year of Count 2017
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.2 * 3381036.31 / 60 * 25 *1.15
$324,016
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3696 * 59.15 / 15 * 25 $72,873
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 633010.47 / 60 * 25 $52,751
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $324,016 + $72,873 +$52,751
$449,640
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-021
Original Current
WILLERNIE Municipality WILLERNIE
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MC GREGGOR AV TO E LIMWILLERNIE
Termini MC GREGGOR AV TO E LIMWILLERNIE
8400 Present AADT 8400
2017 Year of Count 2017
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.07 * 3381036.31 / 60 * 25* 1.15
$113,406
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 59.15 / 15 * 25 $25,505
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 633010.47 / 60 * 25 $18,463
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,406 + $25,505 +$18,463
$157,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-022
Original Current
MAHTOMEDI Municipality MAHTOMEDI
0.26 Segment Length 0.26
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM WILLERNIE TO 0.26 MI E Termini E LIM WILLERNIE TO 0.26 MI E
9800 Present AADT 9800
2017 Year of Count 2017
1.3 Projection Factor 1.3
12740 Projected Traffic 12740
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.26 * 3381036.31 / 60 * 25* 1.15
$421,221
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 3696 * 59.15 / 15 * 25 $94,735
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 633010.47 / 60 * 25 $68,576
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $421,221 +$94,735 + $68,576
$654,845
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-023
Original Current
MAHTOMEDI Municipality MAHTOMEDI
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.26 MI E OF E LIM WILLERNIE TOE LIM MAHTOMEDI
Termini 0.26 MI E OF E LIM WILLERNIE TOE LIM MAHTOMEDI
9800 Present AADT 9800
2017 Year of Count 2017
1.3 Projection Factor 1.3
12740 Projected Traffic 12740
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
0.11 * 3381036.31 / 60 * 25* 1.15
$178,209
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 3696 * 59.15 / 15 * 25 $40,080
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 633010.47 / 60 * 25 $29,013
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $178,209 +$40,080 + $29,013
$282,458
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-024
Original Current
GRANT Municipality GRANT
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
EAST LIMITS MAHTOMEDI TO 0.10MILES EAST
Termini EAST LIMITS MAHTOMEDI TO 0.10MILES EAST
9800 Present AADT 9800
2017 Year of Count 2017
1.3 Projection Factor 1.3
12740 Projected Traffic 12740
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2001 Latest Year SA funds 2001
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $95,776 +$26,351 + $5,032
$162,315
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-030
Original Current
GRANT Municipality GRANT
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 MILES TO 0.50 MILES EASTOF EAST LIMITS MAHTOMEDI
Termini 0.10 MILES TO 0.50 MILES EASTOF EAST LIMITS MAHTOMEDI
9800 Present AADT 9800
2017 Year of Count 2017
1.3 Projection Factor 1.3
12740 Projected Traffic 12740
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
0.4 * 2089654.58 / 60 * 25 *1.1
$383,103
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 59.15 / 20 * 25 $105,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 120761.57 / 60 * 25 $20,127
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $383,103 + $105,405+ $20,127
$508,635
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-031
Original Current
GRANT Municipality GRANT
3.3 Segment Length 3.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.50 MI E OF E LIM MAHTOMEDITO 0.20 MI W OF CSAH 15
Termini 0.50 MI E OF E LIM MAHTOMEDITO 0.20 MI W OF CSAH 15
9800 Present AADT 9800
2017 Year of Count 2017
1.3 Projection Factor 1.3
12740 Projected Traffic 12740
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2016 Latest Year SA funds 2016
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
2016 082-612-018 intersectionimprovement
Comments 2016 082-612-018 intersectionimprovement
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
3.3 * 2089654.58 / 60 * 25 *1.1
$3,160,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 3564 * 59.15 / 20 * 25 $869,594
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 120761.57 / 60 * 25 $166,047
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $3,160,603 +$869,594 + $166,047
$4,266,557
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-032
Original Current
GRANT Municipality GRANT
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.20 MI WEST TO CSAH 15 Termini 0.20 MI WEST TO CSAH 15
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $191,552 +$52,703 + $10,063
$289,474
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-040
Original Current
STILLWATER Municipality STILLWATER
1.84 Segment Length 1.84
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO BRICK STREET Termini CSAH 15 TO BRICK STREET
6100 Present AADT 6100
2017 Year of Count 2017
1.3 Projection Factor 1.3
7930 Projected Traffic 7930
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1976 Latest Year SA funds 1976
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
1.84 * 2089654.58 / 60 * 25* 1.1
$1,762,275
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.84 * 3564 * 59.15 / 20 * 25 $484,864
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.84 * 120761.57 / 60 * 25 $92,584
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,762,275 +$484,864 + $92,584
$2,445,192
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-612-050
Original Current
STILLWATER Municipality STILLWATER
0.34 Segment Length 0.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BRICK ST TO OWENS STREET Termini BRICK ST TO OWENS STREET
6300 Present AADT 6300
2017 Year of Count 2017
1.3 Projection Factor 1.3
8190 Projected Traffic 8190
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1976 Latest Year SA funds 1976
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
0.34 * 2587426.01 / 60 * 25* 1.15
$421,535
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2904 * 59.15 / 15 * 25 $97,337
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 226922.42 / 60 * 25 $32,147
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $421,535 + $97,337 +$32,147
$551,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-095
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
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 22 TO 0.25 MI. N. Termini CSAH 22 TO 0.25 MI. N.
6800 Present AADT 6800
2017 Year of Count 2017
1.3 Projection Factor 1.3
8840 Projected Traffic 8840
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTED IN 2003 Comments CONSTRUCTED IN 2003
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
0.25 * 2587426.01 / 60 * 25* 1.15
$309,952
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 59.15 / 15 * 25 $71,572
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 226922.42 / 60 * 25 $23,638
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $309,952 + $71,572 +$23,638
$405,162
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-100
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.25 MI. N. OF CSAH 22 TO N.COTTAGE GROVE LIMITS
Termini 0.25 MI. N. OF CSAH 22 TO N.COTTAGE GROVE LIMITS
6800 Present AADT 6800
2017 Year of Count 2017
1.3 Projection Factor 1.3
8840 Projected Traffic 8840
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTED IN 2003 Comments CONSTRUCTED IN 2003
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 * 2587426.01 / 60 * 25 *1.15
$867,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 59.15 / 15 * 25 $200,400
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 226922.42 / 60 * 25 $66,186
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $867,866 + $200,400+ $66,186
$1,134,452
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-105
Original Current
WOODBURY Municipality WOODBURY
0.86 Segment Length 0.86
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
S. LIM. WOODBURY TO 0.17 MI. N.OF CSAH 20
Termini S. LIM. WOODBURY TO 0.17 MI. N.OF CSAH 20
6800 Present AADT 6800
2017 Year of Count 2017
1.3 Projection Factor 1.3
8840 Projected Traffic 8840
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
2013 SAP 082-613-030 RC&OL
CONTRACT LET 12-16-03 FOR2004 CONSTRUCTION
Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
2013 SAP 082-613-030 RC&OL
CONTRACT LET 12-16-03 FOR2004 CONSTRUCTION
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
0.86 * 2587426.01 / 60 * 25* 1.15
$1,066,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.86 * 2904 * 59.15 / 15 * 25 $246,206
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.86 * 226922.42 / 60 * 25 $81,314
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,066,235 + $246,206+ $81,314
$1,393,755
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-110
Original Current
WOODBURY Municipality WOODBURY
1.19 Segment Length 1.19
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.17 MI. N. OF CSAH 20 TO CSAH18
Termini 0.17 MI. N. OF CSAH 20 TO CSAH18
9900 Present AADT 9900
2017 Year of Count 2017
1.3 Projection Factor 1.3
12870 Projected Traffic 12870
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
2 Number of Signal Legs 2
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2013 SAP 082-613-030 RC&OL
2013 SAP 082-613-029 RECONST
Comments 2013 SAP 082-613-030 RC&OL
2013 SAP 082-613-029 RECONST
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
1.19 * 2089654.58 / 60 * 25* 1.1
$1,139,732
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.19 * 3564 * 59.15 / 20 * 25 $313,581
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.19 * 120761.57 / 60 * 25 $59,878
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,139,732 +$313,581 + $59,878
$1,583,504
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-112
Original Current
WOODBURY Municipality WOODBURY
0.9 Segment Length 0.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 18 TO 0.10 M S OF LAKE RD. Termini CSAH 18 TO 0.10 M S OF LAKE RD.
9100 Present AADT 9100
2017 Year of Count 2017
1.3 Projection Factor 1.3
11830 Projected Traffic 11830
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2007 Latest Year SA funds 2007
2 Number of Signal Legs 2
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
CHANGED PROPOSEDROADBED/SURFACE WIDTH TOMAX ALLOWED BY DESIGNCHART. SL 3/11/08 SP 82-613-21
Comments CHANGED PROPOSEDROADBED/SURFACE WIDTH TOMAX ALLOWED BY DESIGNCHART. SL 3/11/08 SP 82-613-21
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
0.9 * 3381036.31 / 60 * 25 *1.15
$1,458,072
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 3696 * 59.15 / 15 * 25 $327,928
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 633010.47 / 60 * 25 $237,379
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,458,072 +$327,928 + $237,379
$2,093,692
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-115
Original Current
WOODBURY Municipality WOODBURY
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.10 M S TO 0.10 M N OF LAKEROAD
Termini 0.10 M S TO 0.10 M N OF LAKEROAD
13400 Present AADT 13400
2017 Year of Count 2017
1.3 Projection Factor 1.3
17420 Projected Traffic 17420
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2007 Latest Year SA funds 2007
2 Number of Signal Legs 2
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
REVISED PROPOSED ROADBEDAND SURFACE WIDTH TO MAXALLOWED BY DESIGN CHART. SL3/13/08 SP 82-613-21
Comments REVISED PROPOSED ROADBEDAND SURFACE WIDTH TO MAXALLOWED BY DESIGN CHART. SL3/13/08 SP 82-613-21
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
0.2 * 3381036.31 / 60 * 25 *1.15
$324,016
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3696 * 59.15 / 15 * 25 $72,873
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 633010.47 / 60 * 25 $52,751
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $324,016 +$72,873 + $52,751
$519,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-120
Original Current
WOODBURY Municipality WOODBURY
0.68 Segment Length 0.68
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.10 MI. N. OF LAKE RD. TOPIONEER DR.
Termini 0.10 MI. N. OF LAKE RD. TOPIONEER DR.
13400 Present AADT 13400
2017 Year of Count 2017
1.3 Projection Factor 1.3
17420 Projected Traffic 17420
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2007 Latest Year SA funds 2007
1 Number of Signal Legs 1
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
CHANGED ROADBED ANDSURFACE WIDTH TO EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/13/08 SP 82-613-21
Comments CHANGED ROADBED ANDSURFACE WIDTH TO EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/13/08 SP 82-613-21
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
0.68 * 3381036.31 / 60 * 25* 1.15
$1,101,654
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.68 * 3696 * 59.15 / 15 * 25 $247,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.68 * 633010.47 / 60 * 25 $179,353
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,101,654 +$247,768 + $179,353
$1,563,931
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-121
Original Current
WOODBURY Municipality WOODBURY
0.38 Segment Length 0.38
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
PIONEER DR. TO CSAH 16 Termini PIONEER DR. TO CSAH 16
18000 Present AADT 18000
2017 Year of Count 2017
1.3 Projection Factor 1.3
23400 Projected Traffic 23400
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
4 Number of Signal Legs 4
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2010 DONE UNDER SAP 82-613-028
Comments 2010 DONE UNDER SAP 82-613-028
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
0.38 * 2089654.58 / 60 * 25* 1.1
$363,948
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 3564 * 59.15 / 20 * 25 $100,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 120761.57 / 60 * 25 $19,121
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $363,948 +$100,135 + $19,121
$623,829
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-122
Original Current
WOODBURY Municipality WOODBURY
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 16 TO 0.20 MI. N. Termini CSAH 16 TO 0.20 MI. N.
24600 Present AADT 24600
2017 Year of Count 2017
1.3 Projection Factor 1.3
31980 Projected Traffic 31980
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1991 Latest Year SA funds 1991
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
2010 DONE UNDER SAP 82-613-028
Comments 2010 DONE UNDER SAP 82-613-028
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $191,552 +$52,703 + $10,063
$359,787
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-123
Original Current
WOODBURY Municipality WOODBURY
1.09 Segment Length 1.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.20 MI. N. OF CSAH 16 TO 071MI.S. OF FAI 94
Termini 0.20 MI. N. OF CSAH 16 TO 071MI.S. OF FAI 94
24600 Present AADT 24600
2017 Year of Count 2017
1.3 Projection Factor 1.3
31980 Projected Traffic 31980
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1991 Latest Year SA funds 1991
6 Number of Signal Legs 6
No Special Message Special Message Code No Special Message
SURF 2008 FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments SURF 2008 FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
1.09 * 5608679.01 / 60 * 25* 1.15
$2,929,366
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.09 * 4488 * 59.15 / 15 * 25 $482,262
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.09 * 1763026.13 / 60 * 25 $800,708
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $2,929,366 +$482,262 + $800,708
$4,423,274
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-124
Original Current
WOODBURY Municipality WOODBURY
0.71 Segment Length 0.71
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
6 Existing Surface Lanes 6
DIVIDED Existing Lane Description DIVIDED
0.71 MI SO FAI 94 TO S LIM LAKEELMO
Termini 0.71 MI SO FAI 94 TO S LIM LAKEELMO
36000 Present AADT 36000
2017 Year of Count 2017
1.3 Projection Factor 1.3
46800 Projected Traffic 46800
URBAN Design Type URBAN
8 - URBAN : 35000 - 999991 Design Group 8 ( URBAN : 35000 - 999991 )
2015 Latest Year SA funds 2015
6 Number of Signal Legs 6
No Special Message Special Message Code No Special Message
2015 082-613-034 SIGNALIMPROVEMENTS
2005 GRADING WIDENEDSEGMENT FROM 4 TO 6 LANES-NOT COMPLETE GRADING
82' MAX PROPOSED ROAD WIDTHFOR ADEQUATE SEGMENT. 4/3/06SL
Comments 2015 082-613-034 SIGNALIMPROVEMENTS
2005 GRADING WIDENEDSEGMENT FROM 4 TO 6 LANES-NOT COMPLETE GRADING
82' MAX PROPOSED ROAD WIDTHFOR ADEQUATE SEGMENT. 4/3/06SL
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
0.71 * 6995013.33 / 60 * 25* 1
$2,069,358
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.71 * 6072 * 59.15 / 5 * 25 $1,275,014
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.71 * 423858.25 / 60 * 25 $125,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $2,069,358 +$1,275,014 + $125,391
$3,680,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-125
Original Current
LAKE ELMO Municipality LAKE ELMO
1.28 Segment Length 1.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
S LIMS LAKE ELMO TO 0.27 MI NOF CSAH 10
Termini S LIMS LAKE ELMO TO 0.27 MI NOF CSAH 10
19300 Present AADT 19300
2017 Year of Count 2017
1.3 Projection Factor 1.3
25090 Projected Traffic 25090
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2002 Latest Year SA funds 2002
6 Number of Signal Legs 6
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
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.28 * 2089654.58 / 60 * 25* 1.1
$1,225,931
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.28 * 3564 * 59.15 / 20 * 25 $337,297
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.28 * 120761.57 / 60 * 25 $64,406
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,225,931 +$337,297 + $64,406
$1,838,572
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-130
Original Current
LAKE ELMO Municipality LAKE ELMO
0.73 Segment Length 0.73
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.27 MI N OF CSAH 10 TO 1.00 MI NOF CSAH 10
Termini 0.27 MI N OF CSAH 10 TO 1.00 MI NOF CSAH 10
8000 Present AADT 8000
2017 Year of Count 2017
1.3 Projection Factor 1.3
10400 Projected Traffic 10400
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1996 Latest Year SA funds 1996
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
0.73 * 2089654.58 / 60 * 25* 1.1
$699,164
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.73 * 3564 * 59.15 / 20 * 25 $192,365
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.73 * 120761.57 / 60 * 25 $36,732
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $699,164 + $192,365+ $36,732
$928,261
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-131
Original Current
LAKE ELMO Municipality LAKE ELMO
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI N OF CSAH 10 TO E JCTCSAH 6
Termini 1.0 MI N OF CSAH 10 TO E JCTCSAH 6
7300 Present AADT 7300
2017 Year of Count 2017
1.3 Projection Factor 1.3
9490 Projected Traffic 9490
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1996 Latest Year SA funds 1996
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
1 * 2587426.01 / 60 * 25 *1.15
$1,239,808
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2904 * 59.15 / 15 * 25 $286,286
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 226922.42 / 60 * 25 $94,551
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,239,808 + $286,286+ $94,551
$1,620,645
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-135
Original Current
OAKDALE Municipality OAKDALE
0.31 Segment Length 0.31
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W JCT CSAH 6 TO 0.13 M S OFCSAH 14
Termini W JCT CSAH 6 TO 0.13 M S OFCSAH 14
5000 Present AADT 5000
2017 Year of Count 2017
1.3 Projection Factor 1.3
6500 Projected Traffic 6500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2001 Latest Year SA funds 2001
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
0.31 * 1053148.84 / 60 * 25* 1.1
$149,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2376 * 59.15 / 20 * 25 $54,459
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 150960.35 / 60 * 25 $19,499
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $149,635 + $54,459 +$19,499
$223,593
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-140
Original Current
OAKDALE Municipality OAKDALE
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.13 M S TO CSAH 14 Termini 0.13 M S TO CSAH 14
5000 Present AADT 5000
2017 Year of Count 2017
1.3 Projection Factor 1.3
6500 Projected Traffic 6500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1997 Latest Year SA funds 1997
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183804T USDOT Number 183804T
8.51 Located at Milepoint 8.51
Mainline Tracks
SIGNALS & GATES Protection Type SIGNALS & GATES
2017 Last Year Protection Upgraded 2017
56 Crossing Length 56
2017 Last Year Surfaced 2017
100% Percentage of Cost 100%
Comments
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
0.13 * 1053148.84 / 60 * 25* 1.1
$62,750
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2376 * 59.15 / 20 * 25 $22,838
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 150960.35 / 60 * 25 $8,177
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
56 * 1350 / 25 * 25 $75,600
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$35,156 + $62,750 +$22,838 + $8,177 +$325,000 + $75,600
$529,521
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-145
Original Current
OAKDALE Municipality OAKDALE
0.28 Segment Length 0.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 14 TO 0.28 M N Termini CSAH 14 TO 0.28 M N
3850 Present AADT 3850
2017 Year of Count 2017
1.3 Projection Factor 1.3
5005 Projected Traffic 5005
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
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 * 2587426.01 / 60 * 25* 1.15
$347,146
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2904 * 59.15 / 15 * 25 $80,160
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 226922.42 / 60 * 25 $26,474
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $347,146 +$80,160 + $26,474
$488,936
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-150
Original Current
OAKDALE Municipality OAKDALE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
DIVIDED Existing Lane Description DIVIDED
0.28 M TO 0.38 M N OF CSAH 14 Termini 0.28 M TO 0.38 M N OF CSAH 14
3850 Present AADT 3850
2017 Year of Count 2017
1.3 Projection Factor 1.3
5005 Projected Traffic 5005
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1997 Latest Year SA funds 1997
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
0.1 * 1053148.84 / 60 * 25 *1.1
$48,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 59.15 / 20 * 25 $17,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 150960.35 / 60 * 25 $6,290
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,269 + $17,568 +$6,290
$72,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-151
Original Current
OAKDALE Municipality OAKDALE
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.38 M N OF CSAH 14 TO N LIMSOAKDALE
Termini 0.38 M N OF CSAH 14 TO N LIMSOAKDALE
3850 Present AADT 3850
2017 Year of Count 2017
1.3 Projection Factor 1.3
5005 Projected Traffic 5005
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
0.21 * 1053148.84 / 60 * 25* 1.1
$101,366
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2376 * 59.15 / 20 * 25 $36,892
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 150960.35 / 60 * 25 $13,209
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $101,366 + $36,892 +$13,209
$151,467
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-152
Original Current
LAKE ELMO Municipality LAKE ELMO
0.29 Segment Length 0.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS OAKDALE TO HIDDEN BAYTRAIL
Termini N LIMS OAKDALE TO HIDDEN BAYTRAIL
2750 Present AADT 2750
2017 Year of Count 2017
1.3 Projection Factor 1.3
3575 Projected Traffic 3575
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
0.29 * 1053148.84 / 60 * 25* 1.1
$139,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2376 * 59.15 / 20 * 25 $50,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 150960.35 / 60 * 25 $18,241
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $139,981 + $50,946 +$18,241
$209,168
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-613-153
Original Current
LAKE ELMO Municipality LAKE ELMO
0.78 Segment Length 0.78
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
HIDDEN BAY TRAIL TO CSAH 35 Termini HIDDEN BAY TRAIL TO CSAH 35
2750 Present AADT 2750
2017 Year of Count 2017
1.3 Projection Factor 1.3
3575 Projected Traffic 3575
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
0.78 * 1053148.84 / 60 * 25* 1.1
$376,501
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 2376 * 59.15 / 20 * 25 $137,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 150960.35 / 60 * 25 $49,062
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $376,501 + $137,027+ $49,062
$562,590
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-004
Original Current
OAKDALE Municipality OAKDALE
1.98 Segment Length 1.98
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 120 TO IDEAL AVE N Termini TH 120 TO IDEAL AVE N
18300 Present AADT 18300
2017 Year of Count 2017
1.3 Projection Factor 1.3
23790 Projected Traffic 23790
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 0
12 Number of Signal Legs 12
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
12 * 56250 / 40 * 25 $421,875
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.98 * 2089654.58 / 60 * 25* 1.1
$1,896,362
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.98 * 3564 * 59.15 / 20 * 25 $521,756
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.98 * 120761.57 / 60 * 25 $99,628
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$421,875 + $1,896,362 +$521,756 + $99,628
$2,939,621
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-006
Original Current
LAKE ELMO Municipality LAKE ELMO
1.01 Segment Length 1.01
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
IDEAL AVE N TO JAMACA AVE N Termini IDEAL AVE N TO JAMACA AVE N
10500 Present AADT 10500
2017 Year of Count 2017
1.3 Projection Factor 1.3
13650 Projected Traffic 13650
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 0
1 Number of Signal Legs 1
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD TH 5 TURNBACK, 2015 Comments "OLD TH 5 TURNBACK, 2015
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
1.01 * 2089654.58 / 60 * 25* 1.1
$967,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 3564 * 59.15 / 20 * 25 $266,148
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 120761.57 / 60 * 25 $50,820
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $967,336 +$266,148 + $50,820
$1,319,460
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-614-008
Original Current
LAKE ELMO Municipality LAKE ELMO
3.18 Segment Length 3.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JAMACA AVE N TO MANNING AVEN
Termini JAMACA AVE N TO MANNING AVEN
11600 Present AADT 11600
2017 Year of Count 2017
1.3 Projection Factor 1.3
15080 Projected Traffic 15080
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 2018
5 Number of Signal Legs 6
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015
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
3.18 * 2089654.58 / 60 * 25* 1.1
$3,045,672
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.18 * 3564 * 59.15 / 20 * 25 $837,972
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.18 * 120761.57 / 60 * 25 $160,009
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $3,045,672 +$837,972 + $160,009
$4,254,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-614-010
Original Current
LAKE ELMO Municipality LAKE ELMO
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
STILLWATER BLVD N TO CSAH 15 Termini STILLWATER BLVD N TO CSAH 15
12800 Present AADT 12800
2017 Year of Count 2017
1.3 Projection Factor 1.3
16640 Projected Traffic 16640
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
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
0.21 * 2089654.58 / 60 * 25* 1.1
$201,129
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 3564 * 59.15 / 20 * 25 $55,338
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 120761.57 / 60 * 25 $10,567
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $201,129 +$55,338 + $10,567
$302,190
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-614-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO 0.18 MI E Termini CSAH 15 TO 0.18 MI E
3850 Present AADT 3850
2017 Year of Count 2017
1.3 Projection Factor 1.3
5005 Projected Traffic 5005
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2012 SAP 082-614-010 Comments 2012 SAP 082-614-010
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
0.2 * 1053148.84 / 60 * 25 *1.1
$96,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 59.15 / 20 * 25 $35,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 150960.35 / 60 * 25 $12,580
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $96,539 +$35,135 + $12,580
$179,410
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.18 MI E CSAH 15 TO CR 65 Termini 0.18 MI E CSAH 15 TO CR 65
3850 Present AADT 3850
2017 Year of Count 2017
1.3 Projection Factor 1.3
5005 Projected Traffic 5005
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-614-010 Comments 2012 SAP 082-614-010
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183817U USDOT Number 183817U
1.02 Located at Milepoint 1.02
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
Last Year Protection Upgraded
147 Crossing Length 147
Last Year Surfaced
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
1.8 * 1053148.84 / 60 * 25 *1.1
$868,848
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2376 * 59.15 / 20 * 25 $316,216
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 150960.35 / 60 * 25 $113,220
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
147 * 1350 / 25 * 25 $198,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $868,848 + $316,216+ $113,220 + $275,000 +$198,450
$1,771,734
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
CO RD 65 TO 0.35 M S OF CSAH 24 Termini CO RD 65 TO 0.35 M S OF CSAH 24
3650 Present AADT 3650
2017 Year of Count 2017
1.3 Projection Factor 1.3
4745 Projected Traffic 4745
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-614-010 Comments 2012 SAP 082-614-010
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 * 1053148.84 / 60 * 25 *1.1
$337,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 59.15 / 20 * 25 $122,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 150960.35 / 60 * 25 $44,030
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $337,885 + $122,973+ $44,030
$504,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-025
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.30 M S TO CSAH 24 Termini 0.30 M S TO CSAH 24
3650 Present AADT 3650
2017 Year of Count 2017
1.3 Projection Factor 1.3
4745 Projected Traffic 4745
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
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
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183821J USDOT Number 183821J
0.3 Located at Milepoint 0.3
10 Mainline Tracks 10
SIGNALS ONLY Protection Type SIGNALS ONLY
1998 Last Year Protection Upgraded 1998
57 Crossing Length 57
Last Year Surfaced
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
0.3 * 1053148.84 / 60 * 25 *1.1
$144,808
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 150960.35 / 60 * 25 $18,870
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
57 * 1350 / 25 * 25 $76,950
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $144,808 + $52,703 +$18,870 + $275,000 +$76,950
$568,331
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 24 TO 0.10 M E Termini CSAH 24 TO 0.10 M E
5600 Present AADT 5600
2017 Year of Count 2017
1.3 Projection Factor 1.3
7280 Projected Traffic 7280
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1996 Latest Year SA funds 1996
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,776 + $26,351 +$5,032
$127,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 M E TO 0.3 M E OF CSAH 24 Termini 0.10 M E TO 0.3 M E OF CSAH 24
5600 Present AADT 5600
2017 Year of Count 2017
1.3 Projection Factor 1.3
7280 Projected Traffic 7280
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1996 Latest Year SA funds 1996
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $191,552 + $52,703 +$10,063
$254,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-032
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI E OF CSAH 24 TO CSAH 21 Termini 0.3 MI E OF CSAH 24 TO CSAH 21
5600 Present AADT 5600
2017 Year of Count 2017
1.3 Projection Factor 1.3
7280 Projected Traffic 7280
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NOTE THAT SEGMENTS 030 AND031 HAVE A TRAFFICPROJECTION FACTOR OF 2.4.THESE THREE SEGMENTS MUSTHAVE THE SAME FACTOR.
Comments NOTE THAT SEGMENTS 030 AND031 HAVE A TRAFFICPROJECTION FACTOR OF 2.4.THESE THREE SEGMENTS MUSTHAVE THE SAME FACTOR.
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $191,552 + $52,703 +$10,063
$254,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-040
Original Current
BAYPORT Municipality BAYPORT
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 21 TO 0.09 MI E Termini CSAH 21 TO 0.09 MI E
1950 Present AADT 1950
2017 Year of Count 2017
1.3 Projection Factor 1.3
2535 Projected Traffic 2535
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.09 * 1053148.84 / 60 * 25* 1.1
$43,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2376 * 59.15 / 20 * 25 $15,811
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 150960.35 / 60 * 25 $5,661
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $43,442 + $15,811 +$5,661
$64,914
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-041
Original Current
BAYPORT Municipality BAYPORT
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.09 MI TO 0.15 M E OF CSAH 21 Termini 0.09 MI TO 0.15 M E OF CSAH 21
1950 Present AADT 1950
2017 Year of Count 2017
1.3 Projection Factor 1.3
2535 Projected Traffic 2535
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.06 * 2587426.01 / 60 * 25* 1.15
$74,388
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 59.15 / 15 * 25 $17,177
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 226922.42 / 60 * 25 $5,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $74,388 + $17,177 +$5,673
$97,238
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-050
Original Current
BAYPORT Municipality BAYPORT
0.22 Segment Length 0.22
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.16 M TO 0.38 M W OF CSAH 21 Termini 0.16 M TO 0.38 M W OF CSAH 21
1950 Present AADT 1950
2017 Year of Count 2017
1.3 Projection Factor 1.3
2535 Projected Traffic 2535
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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 * 2587426.01 / 60 * 25* 1.15
$272,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 2904 * 59.15 / 15 * 25 $62,983
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 226922.42 / 60 * 25 $20,801
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $272,758 + $62,983 +$20,801
$356,542
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-051
Original Current
BAYPORT Municipality BAYPORT
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.38 MI W OF CSAH 21 TO CSAH 28 Termini 0.38 MI W OF CSAH 21 TO CSAH 28
1950 Present AADT 1950
2017 Year of Count 2017
1.3 Projection Factor 1.3
2535 Projected Traffic 2535
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.15 * 2587426.01 / 60 * 25* 1.15
$185,971
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 59.15 / 15 * 25 $42,943
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 226922.42 / 60 * 25 $14,183
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $185,971 + $42,943 +$14,183
$243,097
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-614-060
Original Current
BAYPORT Municipality BAYPORT
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 28 TO TH 95 Termini CSAH 28 TO TH 95
1900 Present AADT 1900
2017 Year of Count 2017
1.3 Projection Factor 1.3
2470 Projected Traffic 2470
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09
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
0.18 * 2587426.01 / 60 * 25* 1.15
$223,165
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2904 * 59.15 / 15 * 25 $51,531
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 226922.42 / 60 * 25 $17,019
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $223,165 + $51,531 +$17,019
$291,715
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-031
Original Current
LAKE ELMO Municipality LAKE ELMO
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
NO RAMPS OF FAI 94 TO NOFRONTAGE RD
Termini NO RAMPS OF FAI 94 TO NOFRONTAGE RD
16200 Present AADT 16200
2017 Year of Count 2017
1.3 Projection Factor 1.3
21060 Projected Traffic 21060
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1998 Latest Year SA funds 1998
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
0.12 * 5608679.01 / 60 * 25* 1.15
$322,499
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 4488 * 59.15 / 15 * 25 $53,093
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 1763026.13 / 60 * 25 $88,151
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $322,499 +$53,093 + $88,151
$498,899
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-032
Original Current
LAKE ELMO Municipality LAKE ELMO
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
NO. FRONTAGE RD. TO CSAH 10 Termini NO. FRONTAGE RD. TO CSAH 10
16200 Present AADT 16200
2017 Year of Count 2017
1.3 Projection Factor 1.3
21060 Projected Traffic 21060
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1998 Latest Year SA funds 1998
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
0.8 * 5608679.01 / 60 * 25 *1.15
$2,149,994
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 4488 * 59.15 / 15 * 25 $353,954
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 1763026.13 / 60 * 25 $587,675
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $2,149,994 +$353,954 + $587,675
$3,197,092
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-040
Original Current
LAKE ELMO Municipality LAKE ELMO
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 10 TO E. LIM. LAKE ELMO Termini CSAH 10 TO E. LIM. LAKE ELMO
11400 Present AADT 11400
2017 Year of Count 2017
1.3 Projection Factor 1.3
14820 Projected Traffic 14820
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1998 Latest Year SA funds 1998
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
0.1 * 3381036.31 / 60 * 25 *1.15
$162,008
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 59.15 / 15 * 25 $36,436
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 633010.47 / 60 * 25 $26,375
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $162,008 +$36,436 + $26,375
$259,975
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM LK ELMO TO E LIM LK ELMOOUTSIDE
Termini E LIM LK ELMO TO E LIM LK ELMOOUTSIDE
11400 Present AADT 11400
2017 Year of Count 2017
1.3 Projection Factor 1.3
14820 Projected Traffic 14820
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1987 Latest Year SA funds 1987
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
1.6 * 2089654.58 / 60 * 25 *1.1
$1,532,413
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 3564 * 59.15 / 20 * 25 $421,621
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 120761.57 / 60 * 25 $80,508
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,532,413 + $421,621+ $80,508
$2,034,542
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-060
Original Current
LAKE ELMO Municipality LAKE ELMO
1.12 Segment Length 1.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM LK ELMO TO CNW RR Termini E LIM LK ELMO TO CNW RR
13900 Present AADT 13900
2017 Year of Count 2017
1.3 Projection Factor 1.3
18070 Projected Traffic 18070
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1987 Latest Year SA funds 1987
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
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183815F USDOT Number 183815F
1.12 Located at Milepoint 1.12
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2005 Last Year Protection Upgraded 2005
48 Crossing Length 48
Last Year Surfaced
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
1.12 * 2089654.58 / 60 * 25* 1.1
$1,072,689
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.12 * 3564 * 59.15 / 20 * 25 $295,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.12 * 120761.57 / 60 * 25 $56,355
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
48 * 1350 / 25 * 25 $64,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,072,689 + $295,135+ $56,355 + $275,000 +$64,800
$1,763,979
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-615-061
Original Current
LAKE ELMO Municipality LAKE ELMO
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
UNION PACIFIC RR TO CSAH 14 Termini UNION PACIFIC RR TO CSAH 14
13900 Present AADT 13900
2017 Year of Count 2017
1.3 Projection Factor 1.3
18070 Projected Traffic 18070
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1982 Latest Year SA funds 1982
0 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
0.33 * 2089654.58 / 60 * 25* 1.1
$316,060
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 59.15 / 20 * 25 $86,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 120761.57 / 60 * 25 $16,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $316,060 +$86,959 + $16,605
$454,780
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-615-063
Original Current
LAKE ELMO Municipality LAKE ELMO
1.41 Segment Length 1.41
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MANNING AVE N TO 55TH ST N Termini MANNING AVE N TO 55TH ST N
23300 Present AADT 23300
2017 Year of Count 2017
1.3 Projection Factor 1.3
30290 Projected Traffic 30290
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2017 Latest Year SA funds 2017
3 Number of Signal Legs 6
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015
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
1.41 * 2089654.58 / 60 * 25* 1.1
$1,350,439
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.41 * 3564 * 59.15 / 20 * 25 $371,554
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.41 * 120761.57 / 60 * 25 $70,947
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,350,439 +$371,554 + $70,947
$2,003,878
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-065
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
55TH ST N TO 58TH ST N Termini 55TH ST N TO 58TH ST N
23300 Present AADT 23300
2017 Year of Count 2017
1.3 Projection Factor 1.3
30290 Projected Traffic 30290
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 0
1 Number of Signal Legs 1
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015
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
0.33 * 2089654.58 / 60 * 25* 1.1
$316,060
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 59.15 / 20 * 25 $86,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 120761.57 / 60 * 25 $16,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $316,060 +$86,959 + $16,605
$454,780
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-067
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.39 Segment Length 0.39
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
58TH ST N TO TH 36 Termini 58TH ST N TO TH 36
23300 Present AADT 23300
2017 Year of Count 2017
1.3 Projection Factor 1.3
30290 Projected Traffic 30290
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1900 Latest Year SA funds 1900
4 Number of Signal Legs 4
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015
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
0.39 * 5608679.01 / 60 * 25* 1.15
$1,048,122
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 4488 * 59.15 / 15 * 25 $172,552
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 1763026.13 / 60 * 25 $286,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $1,048,122 +$172,552 + $286,492
$1,647,791
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-068
Original Current
GRANT Municipality GRANT
0.76 Segment Length 0.76
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 36 TO 0.76 MI. NORTH Termini TH 36 TO 0.76 MI. NORTH
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.76 * 5608679.01 / 60 * 25* 1.15
$2,042,494
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.76 * 4488 * 59.15 / 15 * 25 $336,256
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.76 * 1763026.13 / 60 * 25 $558,292
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $2,042,494 +$336,256 + $558,292
$2,972,198
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-070
Original Current
STILLWATER Municipality STILLWATER
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.76 MI. NO OF TH 36 TO 0.92 MI. N.OF TH 36
Termini 0.76 MI. NO OF TH 36 TO 0.92 MI. N.OF TH 36
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.16 * 5608679.01 / 60 * 25* 1.15
$429,999
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 4488 * 59.15 / 15 * 25 $70,791
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 1763026.13 / 60 * 25 $117,535
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $429,999 + $70,791 +$117,535
$618,325
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-072
Original Current
GRANT Municipality GRANT
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.92 MI. N. OF TH 36 TO N LIMITSSTILLWATER
Termini 0.92 MI. N. OF TH 36 TO N LIMITSSTILLWATER
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.16 * 5608679.01 / 60 * 25* 1.15
$429,999
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 4488 * 59.15 / 15 * 25 $70,791
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 1763026.13 / 60 * 25 $117,535
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $429,999 +$70,791 + $117,535
$688,638
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-074
Original Current
GRANT Municipality GRANT
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
N TO S LIMS STILLWATER(OUTSIDE)
Termini N TO S LIMS STILLWATER(OUTSIDE)
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.14 * 5608679.01 / 60 * 25* 1.15
$376,249
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 4488 * 59.15 / 15 * 25 $61,942
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 1763026.13 / 60 * 25 $102,843
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $376,249 + $61,942 +$102,843
$541,034
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-076
Original Current
STILLWATER Municipality STILLWATER
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
S LIMS STILLWATER TO 0.14 M SOF CSAH 12
Termini S LIMS STILLWATER TO 0.14 M SOF CSAH 12
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.14 * 5608679.01 / 60 * 25* 1.15
$376,249
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 4488 * 59.15 / 15 * 25 $61,942
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 1763026.13 / 60 * 25 $102,843
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $376,249 +$61,942 + $102,843
$611,347
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-078
Original Current
GRANT Municipality GRANT
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.14 M S TO 0.06 M N CSAH 12 Termini 0.14 M S TO 0.06 M N CSAH 12
16800 Present AADT 16800
2017 Year of Count 2017
1.3 Projection Factor 1.3
21840 Projected Traffic 21840
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2008 Latest Year SA funds 2008
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.2 * 5608679.01 / 60 * 25 *1.15
$537,498
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 4488 * 59.15 / 15 * 25 $88,488
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 1763026.13 / 60 * 25 $146,919
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $537,498 +$88,488 + $146,919
$843,218
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-080
Original Current
GRANT Municipality GRANT
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
0.06 M N CSAH 12 TO 80TH ST NO Termini 0.06 M N CSAH 12 TO 80TH ST NO
15100 Present AADT 15100
2017 Year of Count 2017
1.3 Projection Factor 1.3
19630 Projected Traffic 19630
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2008 Latest Year SA funds 2008
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
WORK DONE UNDER SAP 82-615-20
Comments WORK DONE UNDER SAP 82-615-20
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
0.44 * 2089654.58 / 60 * 25* 1.1
$421,414
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3564 * 59.15 / 20 * 25 $115,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 120761.57 / 60 * 25 $22,140
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $421,414 +$115,946 + $22,140
$594,656
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-090
Original Current
GRANT Municipality GRANT
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
80TH ST NO TO 0.2 MI SO OF TH 96 Termini 80TH ST NO TO 0.2 MI SO OF TH 96
15100 Present AADT 15100
2017 Year of Count 2017
1.3 Projection Factor 1.3
19630 Projected Traffic 19630
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
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
0.8 * 2089654.58 / 60 * 25 *1.1
$766,207
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 3564 * 59.15 / 20 * 25 $210,811
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 120761.57 / 60 * 25 $40,254
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $766,207 +$210,811 + $40,254
$1,052,428
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-100
Original Current
GRANT Municipality GRANT
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI S TO TH 96 Termini 0.2 MI S TO TH 96
12000 Present AADT 12000
2017 Year of Count 2017
1.3 Projection Factor 1.3
15600 Projected Traffic 15600
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-615-026 roundabout at TH96
Comments 2016 082-615-026 roundabout at TH96
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $191,552 + $52,703 +$10,063
$254,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-110
Original Current
GRANT Municipality GRANT
1.9 Segment Length 1.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 96 TO CO RD 68 Termini TH 96 TO CO RD 68
6800 Present AADT 6800
2017 Year of Count 2017
1.3 Projection Factor 1.3
8840 Projected Traffic 8840
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1989 Latest Year SA funds 1989
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
1.9 * 2089654.58 / 60 * 25 *1.1
$1,819,741
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 3564 * 59.15 / 20 * 25 $500,675
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 120761.57 / 60 * 25 $95,603
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,819,741 + $500,675+ $95,603
$2,416,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-120
Original Current
GRANT Municipality GRANT
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 68 TO 0.10 MI NO Termini CO RD 68 TO 0.10 MI NO
6500 Present AADT 6500
2017 Year of Count 2017
1.3 Projection Factor 1.3
8450 Projected Traffic 8450
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,776 + $26,351 +$5,032
$127,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-125
Original Current
GRANT Municipality GRANT
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
0.10 M N OF CO RD 68 TO N LIMSGRANT
Termini 0.10 M N OF CO RD 68 TO N LIMSGRANT
6500 Present AADT 6500
2017 Year of Count 2017
1.3 Projection Factor 1.3
8450 Projected Traffic 8450
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
1.2 * 2089654.58 / 60 * 25 *1.1
$1,149,310
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 3564 * 59.15 / 20 * 25 $316,216
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 120761.57 / 60 * 25 $60,381
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,149,310 + $316,216+ $60,381
$1,525,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-130
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS GRANT TO SO JCT CSAH 7 Termini N LIMS GRANT TO SO JCT CSAH 7
6500 Present AADT 6500
2017 Year of Count 2017
1.3 Projection Factor 1.3
8450 Projected Traffic 8450
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2002 Latest Year SA funds 2002
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
693092C USDOT Number 693092C
0.35 Located at Milepoint 0.35
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2003 Last Year Protection Upgraded 2003
64 Crossing Length 64
2003 Last Year Surfaced 2003
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
0.4 * 2089654.58 / 60 * 25 *1.1
$383,103
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 59.15 / 20 * 25 $105,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 120761.57 / 60 * 25 $20,127
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
64 * 1350 / 25 * 25 $86,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $383,103 + $105,405+ $20,127 + $275,000 +$86,400
$870,035
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-131
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO JCT CSAH 7 TO NO JCT CSAH7
Termini SO JCT CSAH 7 TO NO JCT CSAH7
6500 Present AADT 6500
2017 Year of Count 2017
1.3 Projection Factor 1.3
8450 Projected Traffic 8450
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2002 Latest Year SA funds 2002
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 * 2089654.58 / 60 * 25 *1.1
$287,328
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 59.15 / 20 * 25 $79,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 120761.57 / 60 * 25 $15,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $287,328 + $79,054 +$15,095
$381,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-140
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO JCT CSAH 7 TO 155TH ST NO Termini NO JCT CSAH 7 TO 155TH ST NO
4950 Present AADT 4950
2017 Year of Count 2017
1.3 Projection Factor 1.3
6435 Projected Traffic 6435
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
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
691438V USDOT Number 691438V
0.1 Located at Milepoint 0.1
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2003 Last Year Protection Upgraded 2003
80 Crossing Length 80
Last Year Surfaced
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
3 * 1053148.84 / 60 * 25 *1.1
$1,448,080
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2376 * 59.15 / 20 * 25 $527,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 150960.35 / 60 * 25 $188,700
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
80 * 1350 / 25 * 25 $108,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,448,080 + $527,027+ $188,700 + $275,000 +$108,000
$2,546,807
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-150
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
155TH ST NO TO CSAH 4 Termini 155TH ST NO TO CSAH 4
4950 Present AADT 4950
2017 Year of Count 2017
1.3 Projection Factor 1.3
6435 Projected Traffic 6435
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
1.6 * 1053148.84 / 60 * 25 *1.1
$772,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 59.15 / 20 * 25 $281,081
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 150960.35 / 60 * 25 $100,640
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $772,309 + $281,081+ $100,640
$1,154,030
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-160
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO 180TH Termini CSAH 4 TO 180TH
3800 Present AADT 3800
2017 Year of Count 2017
1.3 Projection Factor 1.3
4940 Projected Traffic 4940
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-615-030 intersectionimprovement at park entr.
Comments 2016 082-615-030 intersectionimprovement at park entr.
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 * 1053148.84 / 60 * 25 *1.1
$482,693
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 59.15 / 20 * 25 $175,676
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 150960.35 / 60 * 25 $62,900
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $482,693 + $175,676+ $62,900
$721,269
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-165
Original Current
SCANDIA Municipality SCANDIA
3.2 Segment Length 3.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
180TH TO TH 97 Termini 180TH TO TH 97
3800 Present AADT 3800
2017 Year of Count 2017
1.3 Projection Factor 1.3
4940 Projected Traffic 4940
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
3.2 * 1053148.84 / 60 * 25 *1.1
$1,544,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2376 * 59.15 / 20 * 25 $562,162
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 150960.35 / 60 * 25 $201,280
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,544,618 + $562,162+ $201,280
$2,308,060
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-615-170
Original Current
SCANDIA Municipality SCANDIA
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 97 TO NORTH COUNTY LINE Termini TH 97 TO NORTH COUNTY LINE
2700 Present AADT 2700
2017 Year of Count 2017
1.3 Projection Factor 1.3
3510 Projected Traffic 3510
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW EXTENSION -COMMISSIONER ORDER #91449
Comments NEW EXTENSION -COMMISSIONER ORDER #91449
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
3 * 1053148.84 / 60 * 25 *1.1
$1,448,080
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2376 * 59.15 / 20 * 25 $527,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 150960.35 / 60 * 25 $188,700
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,448,080 + $527,027+ $188,700
$2,163,807
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-007
Original Current
WOODBURY Municipality WOODBURY
0.55 Segment Length 0.55
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 25 TO 0.55 MI. EAST Termini CSAH 25 TO 0.55 MI. EAST
11500 Present AADT 11500
2017 Year of Count 2017
1.3 Projection Factor 1.3
14950 Projected Traffic 14950
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2008 Latest Year SA funds 2008
1 Number of Signal Legs 1
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
TH 120 TURNBACK
2008 WORK DONE UNDERSAP 82-616-16 CTB
Comments TH 120 TURNBACK
2008 WORK DONE UNDERSAP 82-616-16 CTB
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
0.55 * 3381036.31 / 60 * 25* 1.15
$891,044
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.55 * 3696 * 59.15 / 15 * 25 $200,400
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.55 * 633010.47 / 60 * 25 $145,065
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $891,044 +$200,400 + $145,065
$1,271,665
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-008
Original Current
WOODBURY Municipality WOODBURY
0.31 Segment Length 0.31
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.55 MI. E. OF CSAH 25 TO E.RAMP FAI 494
Termini 0.55 MI. E. OF CSAH 25 TO E.RAMP FAI 494
38500 Present AADT 38500
2017 Year of Count 2017
1.3 Projection Factor 1.3
50050 Projected Traffic 50050
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 0
5 Number of Signal Legs 5
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
TH 120 TURNBACK Comments TH 120 TURNBACK
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
0.31 * 2089654.58 / 60 * 25* 1.1
$296,905
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 3564 * 59.15 / 20 * 25 $81,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 120761.57 / 60 * 25 $15,598
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $296,905 +$81,689 + $15,598
$569,973
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-010
Original Current
WOODBURY Municipality WOODBURY
0.69 Segment Length 0.69
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
E RAMP FAI 494 TO BIELENBERGDR
Termini E RAMP FAI 494 TO BIELENBERGDR
26000 Present AADT 26000
2017 Year of Count 2017
1.3 Projection Factor 1.3
33800 Projected Traffic 33800
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1991 Latest Year SA funds 1991
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
0.69 * 5608679.01 / 60 * 25* 1.15
$1,854,369
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.69 * 4488 * 59.15 / 15 * 25 $305,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.69 * 1763026.13 / 60 * 25 $506,870
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$281,250 + $1,854,369 +$305,285 + $506,870
$2,947,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-020
Original Current
WOODBURY Municipality WOODBURY
0.58 Segment Length 0.58
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
BIELENBERG DRIVE TO TOWERDRIVE
Termini BIELENBERG DRIVE TO TOWERDRIVE
24500 Present AADT 24500
2017 Year of Count 2017
1.3 Projection Factor 1.3
31850 Projected Traffic 31850
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1994 Latest Year SA funds 1994
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
0.58 * 2089654.58 / 60 * 25* 1.1
$555,500
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 3564 * 59.15 / 20 * 25 $152,838
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 120761.57 / 60 * 25 $29,184
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $555,500 +$152,838 + $29,184
$807,835
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-021
Original Current
WOODBURY Municipality WOODBURY
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TOWER DRIVE TO 0.2 MI. W. OFCSAH 13
Termini TOWER DRIVE TO 0.2 MI. W. OFCSAH 13
24500 Present AADT 24500
2017 Year of Count 2017
1.3 Projection Factor 1.3
31850 Projected Traffic 31850
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1970 Latest Year SA funds 1970
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
0.3 * 2089654.58 / 60 * 25 *1.1
$287,328
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 59.15 / 20 * 25 $79,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 120761.57 / 60 * 25 $15,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $287,328 +$79,054 + $15,095
$416,633
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-022
Original Current
WOODBURY Municipality WOODBURY
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.2 MI. W. OF CSAH 13 TO 0.5 MI.E. OF CSAH 13
Termini 0.2 MI. W. OF CSAH 13 TO 0.5 MI.E. OF CSAH 13
24500 Present AADT 24500
2017 Year of Count 2017
1.3 Projection Factor 1.3
31850 Projected Traffic 31850
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1991 Latest Year SA funds 1991
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
0.7 * 5608679.01 / 60 * 25 *1.15
$1,881,244
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 4488 * 59.15 / 15 * 25 $309,709
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 1763026.13 / 60 * 25 $514,216
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $1,881,244 +$309,709 + $514,216
$2,845,794
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-616-030
Original Current
WOODBURY Municipality WOODBURY
0.97 Segment Length 0.97
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.5 MI. E. OF CSAH 13 TO CSAH 19 Termini 0.5 MI. E. OF CSAH 13 TO CSAH 19
22100 Present AADT 22100
2017 Year of Count 2017
1.3 Projection Factor 1.3
28730 Projected Traffic 28730
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
1997 Latest Year SA funds 1997
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
82J05 Structure Number 82J05
3.711 Milepoint 3.711
1997 Year Built 1997
BIKE TRAIL Feature Crossed BIKE TRAIL
OTHER Type of Service OTHER
1 Number of Barrels 1
12 Culvert Width 12
9 Culvert Height 9
165 Culvert Length 165
108 Area of Waterway Opening 108
100% Shared Structure 100%
2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP
1 Culvert Group Code 1
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
0.97 * 5608679.01 / 60 * 25* 1.15
$2,606,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.97 * 4488 * 59.15 / 15 * 25 $429,169
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.97 * 1763026.13 / 60 * 25 $712,556
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
165 * 108 * 16.61 / 100 * 25* 1.15
$85,097
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$175,781 + $2,606,867 +$429,169 + $712,556 +$85,097
$4,009,470
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-010
Original Current
LAKE ELMO Municipality LAKE ELMO
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 10 TO 20TH ST. N. Termini CSAH 10 TO 20TH ST. N.
4200 Present AADT 4200
2017 Year of Count 2017
1.3 Projection Factor 1.3
5460 Projected Traffic 5460
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
1 * 1053148.84 / 60 * 25 *1.1
$482,693
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 59.15 / 20 * 25 $175,676
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 150960.35 / 60 * 25 $62,900
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $482,693 + $175,676+ $62,900
$721,269
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-020
Original Current
LAKE ELMO Municipality LAKE ELMO
0.79 Segment Length 0.79
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
20TH ST NO TO 0.79 MI NO Termini 20TH ST NO TO 0.79 MI NO
3150 Present AADT 3150
2017 Year of Count 2017
1.3 Projection Factor 1.3
4095 Projected Traffic 4095
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
0.79 * 1053148.84 / 60 * 25* 1.1
$381,328
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.79 * 2376 * 59.15 / 20 * 25 $138,784
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.79 * 150960.35 / 60 * 25 $49,691
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $381,328 + $138,784+ $49,691
$569,803
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-030
Original Current
LAKE ELMO Municipality LAKE ELMO
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
0.79 MI NO 20TH ST N TO 30TH STN
Termini 0.79 MI NO 20TH ST N TO 30TH STN
3150 Present AADT 3150
2017 Year of Count 2017
1.3 Projection Factor 1.3
4095 Projected Traffic 4095
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.19 * 2587426.01 / 60 * 25* 1.15
$235,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 59.15 / 15 * 25 $54,394
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 226922.42 / 60 * 25 $17,965
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $235,564 + $54,394 +$17,965
$307,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-040
Original Current
LAKE ELMO Municipality LAKE ELMO
0.51 Segment Length 0.51
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
30TH ST N TO CNW RR Termini 30TH ST N TO CNW RR
3250 Present AADT 3250
2017 Year of Count 2017
1.3 Projection Factor 1.3
4225 Projected Traffic 4225
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-617-012 micro-surface Comments 2016 082-617-012 micro-surface
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
0.51 * 2587426.01 / 60 * 25* 1.15
$632,302
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2904 * 59.15 / 15 * 25 $146,006
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 226922.42 / 60 * 25 $48,221
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $632,302 + $146,006+ $48,221
$826,529
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-050
Original Current
LAKE ELMO Municipality LAKE ELMO
0.26 Segment Length 0.26
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CNW RR TO E JCT CSAH 14 Termini CNW RR TO E JCT CSAH 14
4150 Present AADT 4150
2017 Year of Count 2017
1.3 Projection Factor 1.3
5395 Projected Traffic 5395
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2016 082-617-013 reconstruct Comments 2016 082-617-013 reconstruct
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183812K USDOT Number 183812K
2.45 Located at Milepoint 2.45
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
2009 Last Year Protection Upgraded 2009
48 Crossing Length 48
Last Year Surfaced
100% Percentage of Cost 100%
Comments
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
0.26 * 2587426.01 / 60 * 25* 1.15
$322,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2904 * 59.15 / 15 * 25 $74,434
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 226922.42 / 60 * 25 $24,583
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
48 * 1350 / 25 * 25 $64,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$35,156 + $322,350 +$74,434 + $24,583 +$325,000 + $64,800
$846,323
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-060
Original Current
LAKE ELMO Municipality LAKE ELMO
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W JCT CSAH 14 TO 0.11 MI NO Termini W JCT CSAH 14 TO 0.11 MI NO
4600 Present AADT 4600
2017 Year of Count 2017
1.3 Projection Factor 1.3
5980 Projected Traffic 5980
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
0.11 * 1053148.84 / 60 * 25* 1.1
$53,096
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2376 * 59.15 / 20 * 25 $19,324
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 150960.35 / 60 * 25 $6,919
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $53,096 +$19,324 + $6,919
$114,495
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-070
Original Current
LAKE ELMO Municipality LAKE ELMO
2.29 Segment Length 2.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.11 MI NO CSAH 14 TO TH 36 Termini 0.11 MI NO CSAH 14 TO TH 36
4600 Present AADT 4600
2017 Year of Count 2017
1.3 Projection Factor 1.3
5980 Projected Traffic 5980
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2016 082-617-012 micro-surface Comments 2016 082-617-012 micro-surface
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
2.29 * 1053148.84 / 60 * 25* 1.1
$1,105,367
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.29 * 2376 * 59.15 / 20 * 25 $402,297
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.29 * 150960.35 / 60 * 25 $144,041
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,105,367 +$402,297 + $144,041
$1,686,861
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-617-080
Original Current
GRANT Municipality GRANT
1.52 Segment Length 1.52
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 36 TO CSAH 12 Termini TH 36 TO CSAH 12
4950 Present AADT 4950
2017 Year of Count 2017
1.3 Projection Factor 1.3
6435 Projected Traffic 6435
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
2 Number of Signal Legs 2
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2016 082-617-010 intersectionimprovement; 2016 082-617-012micro-surface
Comments 2016 082-617-010 intersectionimprovement; 2016 082-617-012micro-surface
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
1.52 * 1053148.84 / 60 * 25* 1.1
$733,694
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.52 * 2376 * 59.15 / 20 * 25 $267,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.52 * 150960.35 / 60 * 25 $95,608
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $733,694 +$267,027 + $95,608
$1,166,642
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-010
Original Current
NEWPORT Municipality NEWPORT
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 20 TO 0.18 MI E Termini CSAH 20 TO 0.18 MI E
11200 Present AADT 11200
2017 Year of Count 2017
1.3 Projection Factor 1.3
14560 Projected Traffic 14560
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1966 Latest Year SA funds 1966
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
0.18 * 3381036.31 / 60 * 25* 1.15
$291,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 3696 * 59.15 / 15 * 25 $65,586
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 633010.47 / 60 * 25 $47,476
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $291,614 + $65,586 +$47,476
$404,676
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-011
Original Current
NEWPORT Municipality NEWPORT
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
0.18 MI NE CSAH 20 TO EAST LIMSNEWPORT
Termini 0.18 MI NE CSAH 20 TO EAST LIMSNEWPORT
11200 Present AADT 11200
2017 Year of Count 2017
1.3 Projection Factor 1.3
14560 Projected Traffic 14560
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1992 Latest Year SA funds 1992
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 * 2089654.58 / 60 * 25* 1.1
$421,414
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3564 * 59.15 / 20 * 25 $115,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 120761.57 / 60 * 25 $22,140
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $421,414 + $115,946+ $22,140
$559,500
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-012
Original Current
WOODBURY Municipality WOODBURY
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
EAST LIMS NEWPORT TO 0.7 MI E Termini EAST LIMS NEWPORT TO 0.7 MI E
11200 Present AADT 11200
2017 Year of Count 2017
1.3 Projection Factor 1.3
14560 Projected Traffic 14560
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1992 Latest Year SA funds 1992
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 * 2089654.58 / 60 * 25 *1.1
$670,431
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 3564 * 59.15 / 20 * 25 $184,459
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 120761.57 / 60 * 25 $35,222
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $670,431 + $184,459+ $35,222
$890,112
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-013
Original Current
WOODBURY Municipality WOODBURY
0.34 Segment Length 0.34
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.70 MI E TO 1.04 MI E OF E LIMSNEWPORT
Termini 0.70 MI E TO 1.04 MI E OF E LIMSNEWPORT
12000 Present AADT 12000
2017 Year of Count 2017
1.3 Projection Factor 1.3
15600 Projected Traffic 15600
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
2013 SAP 082-618-020 SIGNAL @WOODLANE DR
Comments 2013 SAP 082-618-020 SIGNAL @WOODLANE DR
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 * 2089654.58 / 60 * 25* 1.1
$325,638
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 3564 * 59.15 / 20 * 25 $89,595
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 120761.57 / 60 * 25 $17,108
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $325,638 +$89,595 + $17,108
$502,654
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-020
Original Current
WOODBURY Municipality WOODBURY
0.75 Segment Length 0.75
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.04 MI E OF E LIMS NEWPORT TOCSAH 13
Termini 1.04 MI E OF E LIMS NEWPORT TOCSAH 13
12000 Present AADT 12000
2017 Year of Count 2017
1.3 Projection Factor 1.3
15600 Projected Traffic 15600
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1992 Latest Year SA funds 1992
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
0.75 * 2089654.58 / 60 * 25* 1.1
$718,319
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.75 * 3564 * 59.15 / 20 * 25 $197,635
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.75 * 120761.57 / 60 * 25 $37,738
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $718,319 + $197,635+ $37,738
$953,692
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-021
Original Current
WOODBURY Municipality WOODBURY
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 13 TO MILE DRIVE Termini CSAH 13 TO MILE DRIVE
11900 Present AADT 11900
2017 Year of Count 2017
1.3 Projection Factor 1.3
15470 Projected Traffic 15470
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1975 Latest Year SA funds 1975
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 * 2089654.58 / 60 * 25 *1.1
$957,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 59.15 / 20 * 25 $263,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 120761.57 / 60 * 25 $50,317
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $957,758 +$263,513 + $50,317
$1,341,901
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-025
Original Current
WOODBURY Municipality WOODBURY
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MILE DRIVE TO CSAH 19 Termini MILE DRIVE TO CSAH 19
9100 Present AADT 9100
2017 Year of Count 2017
1.3 Projection Factor 1.3
11830 Projected Traffic 11830
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1994 Latest Year SA funds 1994
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
1 * 2089654.58 / 60 * 25 *1.1
$957,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 59.15 / 20 * 25 $263,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 120761.57 / 60 * 25 $50,317
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $957,758 + $263,513+ $50,317
$1,271,588
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-030
Original Current
WOODBURY Municipality WOODBURY
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO TH 95 Termini CSAH 19 TO TH 95
8600 Present AADT 8600
2017 Year of Count 2017
1.3 Projection Factor 1.3
11180 Projected Traffic 11180
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
OVERLAY WORK DONE UNDERSAP 82-618-017
Comments OVERLAY WORK DONE UNDERSAP 82-618-017
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
2 * 2089654.58 / 60 * 25 *1.1
$1,915,517
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 3564 * 59.15 / 20 * 25 $527,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 120761.57 / 60 * 25 $100,635
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,915,517 + $527,027+ $100,635
$2,543,179
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-040
Original Current
AFTON Municipality AFTON
3.98 Segment Length 3.98
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 95 TO 0.27 MI W OF S JCTCSAH 21
Termini TH 95 TO 0.27 MI W OF S JCTCSAH 21
2450 Present AADT 2450
2017 Year of Count 2017
1.3 Projection Factor 1.3
3185 Projected Traffic 3185
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
CONSTRUCTED 2009 SAP 82-618-11
Comments CONSTRUCTED 2009 SAP 82-618-11
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
3.98 * 1053148.84 / 60 * 25* 1.1
$1,921,119
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.98 * 2376 * 59.15 / 20 * 25 $699,188
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.98 * 150960.35 / 60 * 25 $250,343
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,921,119 + $699,188+ $250,343
$2,870,650
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-050
Original Current
AFTON Municipality AFTON
0.27 Segment Length 0.27
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.27 MI W TO S JCT CSAH 21 Termini 0.27 MI W TO S JCT CSAH 21
1750 Present AADT 1750
2017 Year of Count 2017
1.3 Projection Factor 1.3
2275 Projected Traffic 2275
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
CONSTRUCTED 2009 SAP 82-618-11
Comments CONSTRUCTED 2009 SAP 82-618-11
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
0.27 * 1053148.84 / 60 * 25* 1.1
$130,327
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2376 * 59.15 / 20 * 25 $47,432
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 150960.35 / 60 * 25 $16,983
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $130,327 + $47,432 +$16,983
$194,742
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-060
Original Current
AFTON Municipality AFTON
0.93 Segment Length 0.93
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S. JCT. CSAH 21 TO E. LIM. AFTON Termini S. JCT. CSAH 21 TO E. LIM. AFTON
3000 Present AADT 3000
2017 Year of Count 2017
1.3 Projection Factor 1.3
3900 Projected Traffic 3900
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
SURFACED WITH LOCAL FUNDS Comments SURFACED WITH LOCAL FUNDS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
82517 Structure Number 82517
11.296 Milepoint 11.296
2008 Year Built 2008
VALLEY CREEK Feature Crossed VALLEY CREEK
Type of Service
0 Number of Spans 0
195.4 Bridge Length 195.4
43.833 Bridge Width 43.833
100% Shared Structure 100%
SAP 082-618-08, UPDATED TO BRLOG INFO, JP
Comments SAP 082-618-08, UPDATED TO BRLOG INFO, JP
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Culvert Information Status: Original
Original Current
90741 Structure Number 90741
10.749 Milepoint 10.749
1925 Year Built 1925
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
35 Culvert Length 35
39.99972879 Area of Waterway Opening 39.99972879
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
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.93 * 1053148.84 / 60 * 25* 1.1
$448,905
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 2376 * 59.15 / 20 * 25 $163,378
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 150960.35 / 60 * 25 $58,497
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
195.4 * 43.833 * 147 / 80 *25 * 1.15
$452,471
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
35 * 39.99972879 * 16.61 /100 * 25 * 1.15
$6,685
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $448,905 + $163,378+ $58,497 + $452,471 +$6,685
$1,129,936
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-070
Original Current
ST MARYS POINT Municipality ST MARYS POINT
0.04 Segment Length 0.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W. LIM. ST. MARY'S POINT TO E.LIM. ST. MARY'S POINT
Termini W. LIM. ST. MARY'S POINT TO E.LIM. ST. MARY'S POINT
3400 Present AADT 3400
2017 Year of Count 2017
1.3 Projection Factor 1.3
4420 Projected Traffic 4420
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
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
0.04 * 1053148.84 / 60 * 25* 1.1
$19,308
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2376 * 59.15 / 20 * 25 $7,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 150960.35 / 60 * 25 $2,516
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $19,308 + $7,027 +$2,516
$28,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-080
Original Current
LAKE ST CROIX BEACH Municipality LAKE ST CROIX BEACH
1.09 Segment Length 1.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S. LIM. LAKE ST. CROIX BEACHTO N. LIM. ST. CROIX BEACH
Termini S. LIM. LAKE ST. CROIX BEACHTO N. LIM. ST. CROIX BEACH
5400 Present AADT 5400
2017 Year of Count 2017
1.3 Projection Factor 1.3
7020 Projected Traffic 7020
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
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
1.09 * 2089654.58 / 60 * 25* 1.1
$1,043,957
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.09 * 3564 * 59.15 / 20 * 25 $287,229
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.09 * 120761.57 / 60 * 25 $54,846
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,043,957 + $287,229+ $54,846
$1,386,032
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-090
Original Current
LAKELAND Municipality LAKELAND
0.75 Segment Length 0.75
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S. LIM. LAKELAND TO 0.24 M S3RD ST. S.
Termini S. LIM. LAKELAND TO 0.24 M S3RD ST. S.
5400 Present AADT 5400
2017 Year of Count 2017
1.3 Projection Factor 1.3
7020 Projected Traffic 7020
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
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
0.75 * 2089654.58 / 60 * 25* 1.1
$718,319
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.75 * 3564 * 59.15 / 20 * 25 $197,635
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.75 * 120761.57 / 60 * 25 $37,738
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $718,319 + $197,635+ $37,738
$953,692
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-110
Original Current
LAKELAND Municipality LAKELAND
1.14 Segment Length 1.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
DIVIDED Existing Lane Description DIVIDED
.24 M S OF 3RD ST. S. TO .11 M SOF 8TH ST. N.
Termini .24 M S OF 3RD ST. S. TO .11 M SOF 8TH ST. N.
7900 Present AADT 7900
2017 Year of Count 2017
1.3 Projection Factor 1.3
10270 Projected Traffic 10270
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
WORK DONE UNDER SAP 82-618-14
Comments WORK DONE UNDER SAP 82-618-14
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
1.14 * 3381036.31 / 60 * 25* 1.15
$1,846,891
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.14 * 3696 * 59.15 / 15 * 25 $415,375
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.14 * 633010.47 / 60 * 25 $300,680
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,846,891 + $415,375+ $300,680
$2,562,946
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-618-130
Original Current
LAKELAND Municipality LAKELAND
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
.11 M S 8TH ST. N. TO S RAMPSFAI 94
Termini .11 M S 8TH ST. N. TO S RAMPSFAI 94
10200 Present AADT 10200
2017 Year of Count 2017
1.3 Projection Factor 1.3
13260 Projected Traffic 13260
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
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
0.18 * 3381036.31 / 60 * 25* 1.15
$291,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 3696 * 59.15 / 15 * 25 $65,586
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 633010.47 / 60 * 25 $47,476
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $291,614 +$65,586 + $47,476
$474,989
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-007
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.45 Segment Length 0.45
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S RAMPS TH 61 TO 0.45 MI. N. Termini S RAMPS TH 61 TO 0.45 MI. N.
6400 Present AADT 6400
2017 Year of Count 2017
1.3 Projection Factor 1.3
8320 Projected Traffic 8320
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.45 * 2089654.58 / 60 * 25* 1.1
$430,991
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.45 * 3564 * 59.15 / 20 * 25 $118,581
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.45 * 120761.57 / 60 * 25 $22,643
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $430,991 + $118,581+ $22,643
$572,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-008
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
2.63 Segment Length 2.63
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.45 MI. N. OF TH 61 TO CSAH 22 Termini 0.45 MI. N. OF TH 61 TO CSAH 22
7000 Present AADT 7000
2017 Year of Count 2017
1.3 Projection Factor 1.3
9100 Projected Traffic 9100
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2013 SAP 082-619-023ROUNDABOUT CONST
Comments 2013 SAP 082-619-023ROUNDABOUT CONST
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
2.63 * 2089654.58 / 60 * 25* 1.1
$2,518,904
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.63 * 3564 * 59.15 / 20 * 25 $693,040
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.63 * 120761.57 / 60 * 25 $132,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,518,904 + $693,040+ $132,335
$3,344,279
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-009
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 22 TO CSAH 20 Termini CSAH 22 TO CSAH 20
8200 Present AADT 8200
2017 Year of Count 2017
1.3 Projection Factor 1.3
10660 Projected Traffic 10660
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-619-023ROUNDABOUT CONST
SURF SAP 82-619-09 IN 1993
Comments 2013 SAP 082-619-023ROUNDABOUT CONST
SURF SAP 82-619-09 IN 1993
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,776 + $26,351 +$5,032
$127,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-010
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.9 Segment Length 0.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 20 TO NO LIMS COTTAGEGROVE
Termini CSAH 20 TO NO LIMS COTTAGEGROVE
6000 Present AADT 6000
2017 Year of Count 2017
1.3 Projection Factor 1.3
7800 Projected Traffic 7800
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-619-023ROUNDABOUT CONST
SURF SAP 82-619-009 IN 1993
Comments 2013 SAP 082-619-023ROUNDABOUT CONST
SURF SAP 82-619-009 IN 1993
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
0.9 * 2089654.58 / 60 * 25 *1.1
$861,983
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 3564 * 59.15 / 20 * 25 $237,162
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 120761.57 / 60 * 25 $45,286
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $861,983 + $237,162+ $45,286
$1,144,431
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-011
Original Current
WOODBURY Municipality WOODBURY
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM COTTAGE GROVE TODALE RD
Termini NO LIM COTTAGE GROVE TODALE RD
6000 Present AADT 6000
2017 Year of Count 2017
1.3 Projection Factor 1.3
7800 Projected Traffic 7800
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-619-022 RECONST
SURF SAP 82-619-009 IN 1993
Comments 2013 SAP 082-619-022 RECONST
SURF SAP 82-619-009 IN 1993
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 * 2089654.58 / 60 * 25 *1.1
$957,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 59.15 / 20 * 25 $263,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 120761.57 / 60 * 25 $50,317
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $957,758 + $263,513+ $50,317
$1,271,588
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-012
Original Current
WOODBURY Municipality WOODBURY
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
DALE RD TO CSAH 18 Termini DALE RD TO CSAH 18
6200 Present AADT 6200
2017 Year of Count 2017
1.3 Projection Factor 1.3
8060 Projected Traffic 8060
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-619-022 RECONST
SURF SAP 82-619-009 IN 1993
Comments 2013 SAP 082-619-022 RECONST
SURF SAP 82-619-009 IN 1993
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 * 2089654.58 / 60 * 25 *1.1
$957,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 59.15 / 20 * 25 $263,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 120761.57 / 60 * 25 $50,317
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $957,758 + $263,513+ $50,317
$1,271,588
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-013
Original Current
WOODBURY Municipality WOODBURY
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 18 TO 0.2 MI NO Termini CSAH 18 TO 0.2 MI NO
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURF SAP 82-619-09 IN 1993 Comments SURF SAP 82-619-09 IN 1993
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
0.2 * 2089654.58 / 60 * 25 *1.1
$191,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 59.15 / 20 * 25 $52,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 120761.57 / 60 * 25 $10,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $191,552 + $52,703 +$10,063
$254,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-014
Original Current
WOODBURY Municipality WOODBURY
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.20 MI NO OF CSAH 18 TO1.51 MIS OF CSAH 16
Termini 0.20 MI NO OF CSAH 18 TO1.51 MIS OF CSAH 16
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1966 Latest Year SA funds 1966
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 * 2089654.58 / 60 * 25 *1.1
$287,328
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 59.15 / 20 * 25 $79,054
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 120761.57 / 60 * 25 $15,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $287,328 + $79,054 +$15,095
$381,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-020
Original Current
WOODBURY Municipality WOODBURY
1.01 Segment Length 1.01
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
1.51 MI S TO 0.50 MI S OF CSAH16
Termini 1.51 MI S TO 0.50 MI S OF CSAH16
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2001 Latest Year SA funds 2001
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
1.01 * 3381036.31 / 60 * 25* 1.15
$1,636,281
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 3696 * 59.15 / 15 * 25 $368,008
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 633010.47 / 60 * 25 $266,392
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,636,281 + $368,008+ $266,392
$2,270,681
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-025
Original Current
WOODBURY Municipality WOODBURY
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
0.5 MI S TO CSAH 16 Termini 0.5 MI S TO CSAH 16
17900 Present AADT 17900
2017 Year of Count 2017
1.3 Projection Factor 1.3
23270 Projected Traffic 23270
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2001 Latest Year SA funds 2001
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
0.5 * 5608679.01 / 60 * 25 *1.15
$1,343,746
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 4488 * 59.15 / 15 * 25 $221,221
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 1763026.13 / 60 * 25 $367,297
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,343,746 +$221,221 + $367,297
$2,037,733
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-030
Original Current
WOODBURY Municipality WOODBURY
1.56 Segment Length 1.56
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 16 TO 1.56 MI NO Termini CSAH 16 TO 1.56 MI NO
21200 Present AADT 21200
2017 Year of Count 2017
1.3 Projection Factor 1.3
27560 Projected Traffic 27560
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )
2001 Latest Year SA funds 2001
5 Number of Signal Legs 5
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
82J07 Structure Number 82J07
0 Milepoint 0
2001 Year Built 2001
PED TRAIL Feature Crossed PED TRAIL
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
124 Culvert Length 124
140 Area of Waterway Opening 140
100% Shared Structure 100%
2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP
1 Culvert Group Code 1
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
1.56 * 5608679.01 / 60 * 25* 1.15
$4,192,488
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.56 * 4488 * 59.15 / 15 * 25 $690,210
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.56 * 1763026.13 / 60 * 25 $1,145,967
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
124 * 140 * 16.61 / 100 * 25* 1.15
$82,901
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$175,781 + $4,192,488 +$690,210 + $1,145,967 +$82,901
$6,287,347
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-040
Original Current
WOODBURY Municipality WOODBURY
0.46 Segment Length 0.46
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
1.56 MI NO CSAH 16 TO S LIMLAKE ELMO
Termini 1.56 MI NO CSAH 16 TO S LIMLAKE ELMO
33500 Present AADT 33500
2017 Year of Count 2017
1.3 Projection Factor 1.3
43550 Projected Traffic 43550
URBAN Design Type URBAN
8 - URBAN : 35000 - 999991 Design Group 8 ( URBAN : 35000 - 999991 )
2000 Latest Year SA funds 2000
6 Number of Signal Legs 6
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
6 * 56250 / 40 * 25 $210,938
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.46 * 6995013.33 / 60 * 25* 1
$1,340,711
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.46 * 6072 * 59.15 / 5 * 25 $826,065
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.46 * 423858.25 / 60 * 25 $81,239
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,340,711 +$826,065 + $81,239
$2,458,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-619-050
Original Current
LAKE ELMO Municipality LAKE ELMO
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
S LIM LAKE ELMO TO CSAH 10 Termini S LIM LAKE ELMO TO CSAH 10
10300 Present AADT 10300
2017 Year of Count 2017
1.3 Projection Factor 1.3
13390 Projected Traffic 13390
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 * 2089654.58 / 60 * 25 *1.1
$957,758
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 59.15 / 20 * 25 $263,513
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 120761.57 / 60 * 25 $50,317
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $957,758 +$263,513 + $50,317
$1,341,901
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-010
Original Current
NEWPORT Municipality NEWPORT
0.27 Segment Length 0.27
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WASHINGTON-RAMSEY CO LN TOFAI 494
Termini WASHINGTON-RAMSEY CO LN TOFAI 494
13100 Present AADT 13100
2017 Year of Count 2017
1.3 Projection Factor 1.3
17030 Projected Traffic 17030
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
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
0.27 * 2089654.58 / 60 * 25* 1.1
$258,595
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 3564 * 59.15 / 20 * 25 $71,149
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 120761.57 / 60 * 25 $13,586
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $258,595 +$71,149 + $13,586
$483,955
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-020
Original Current
NEWPORT Municipality NEWPORT
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
FAI 494 TO 0.06 MI E Termini FAI 494 TO 0.06 MI E
13500 Present AADT 13500
2017 Year of Count 2017
1.3 Projection Factor 1.3
17550 Projected Traffic 17550
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
0.06 * 3381036.31 / 60 * 25* 1.15
$97,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 3696 * 59.15 / 15 * 25 $21,862
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 633010.47 / 60 * 25 $15,825
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $97,205 +$21,862 + $15,825
$205,205
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-021
Original Current
NEWPORT Municipality NEWPORT
0.44 Segment Length 0.44
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.06 MI E FAI 494 TO CSAH 18 Termini 0.06 MI E FAI 494 TO CSAH 18
13500 Present AADT 13500
2017 Year of Count 2017
1.3 Projection Factor 1.3
17550 Projected Traffic 17550
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1966 Latest Year SA funds 1966
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 * 3381036.31 / 60 * 25* 1.15
$712,835
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3696 * 59.15 / 15 * 25 $160,320
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 633010.47 / 60 * 25 $116,052
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $712,835 + $160,320+ $116,052
$989,207
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-030
Original Current
NEWPORT Municipality NEWPORT
0.42 Segment Length 0.42
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 18 TO E LIM NEWPORT Termini CSAH 18 TO E LIM NEWPORT
3400 Present AADT 3400
2017 Year of Count 2017
1.3 Projection Factor 1.3
4420 Projected Traffic 4420
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
0.42 * 1053148.84 / 60 * 25* 1.1
$202,731
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 2376 * 59.15 / 20 * 25 $73,784
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 150960.35 / 60 * 25 $26,418
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $202,731 + $73,784 +$26,418
$302,933
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-040
Original Current
WOODBURY Municipality WOODBURY
2.31 Segment Length 2.31
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM NEWPORT TO CSAH 13 Termini E LIM NEWPORT TO CSAH 13
3400 Present AADT 3400
2017 Year of Count 2017
1.3 Projection Factor 1.3
4420 Projected Traffic 4420
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
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
2.31 * 1053148.84 / 60 * 25* 1.1
$1,115,021
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.31 * 2376 * 59.15 / 20 * 25 $405,810
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.31 * 150960.35 / 60 * 25 $145,299
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,115,021 + $405,810+ $145,299
$1,666,130
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-050
Original Current
WOODBURY Municipality WOODBURY
1.1 Segment Length 1.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 13 TO N LIM COTTAGEGROVE
Termini CSAH 13 TO N LIM COTTAGEGROVE
4500 Present AADT 4500
2017 Year of Count 2017
1.3 Projection Factor 1.3
5850 Projected Traffic 5850
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT
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
1.1 * 1053148.84 / 60 * 25 *1.1
$530,963
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2376 * 59.15 / 20 * 25 $193,243
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 150960.35 / 60 * 25 $69,190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $530,963 + $193,243+ $69,190
$793,396
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-620-051
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM COTTAGE GROVE TO CSAH19
Termini N LIM COTTAGE GROVE TO CSAH19
4600 Present AADT 4600
2017 Year of Count 2017
1.3 Projection Factor 1.3
5980 Projected Traffic 5980
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-620-009ROUNDABOUT CONST
Comments 2013 SAP 082-620-009ROUNDABOUT CONST
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
82J15 Structure Number 82J15
0 Milepoint 0
2003 Year Built 2003
PED Feature Crossed PED
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
60 Culvert Length 60
140 Area of Waterway Opening 140
100% Shared Structure 100%
2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP
1 Culvert Group Code 1
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
1.3 * 1053148.84 / 60 * 25 *1.1
$627,501
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 59.15 / 20 * 25 $228,378
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 150960.35 / 60 * 25 $81,770
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 140 * 16.61 / 100 * 25 *1.15
$40,113
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $627,501 + $228,378+ $81,770 + $40,113
$977,762
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO 0.5 MILES NORTH Termini TH 10 TO 0.5 MILES NORTH
670 Present AADT 670
2017 Year of Count 2017
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
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
0.5 * 630862.42 / 60 * 25 *1.1
$144,573
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 59.15 / 20 * 25 $78,078
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 35209.26 / 60 * 25 $7,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $144,573 + $78,078 +$7,335
$229,986
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI NO OF TH 10 TO 122 NO STSO
Termini 0.5 MI NO OF TH 10 TO 122 NO STSO
670 Present AADT 670
2017 Year of Count 2017
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
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 * 630862.42 / 60 * 25 * 1.1 $289,145
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 59.15 / 20 * 25 $156,156
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 35209.26 / 60 * 25 $14,671
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $289,145 + $156,156+ $14,671
$459,972
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
122ND ST SO TO CO RD 76 Termini 122ND ST SO TO CO RD 76
1200 Present AADT 1200
2017 Year of Count 2017
1.3 Projection Factor 1.3
1560 Projected Traffic 1560
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
82509 Structure Number 82509
3.75 Milepoint 3.75
1980 Year Built 1980
STREAM Feature Crossed STREAM
Type of Service
Number of Spans
78.8 Bridge Length 78.8
48 Bridge Width 48
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 1053148.84 / 60 * 25 *1.1
$1,834,234
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2376 * 59.15 / 20 * 25 $667,567
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 150960.35 / 60 * 25 $239,021
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
78.8 * 48 * 163 / 80 * 25 *1.15
$221,566
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,834,234 + $667,567+ $239,021 + $221,566
$2,962,388
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 76 TO 0.4 MI N Termini CO RD 76 TO 0.4 MI N
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
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
0.4 * 630862.42 / 60 * 25 *1.1
$115,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 59.15 / 20 * 25 $62,462
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 35209.26 / 60 * 25 $5,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $115,658 + $62,462 +$5,868
$183,988
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 MI N TO 0.5 MI N OF CO RD 76 Termini 0.4 MI N TO 0.5 MI N OF CO RD 76
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
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
0.1 * 630862.42 / 60 * 25 *1.1
$28,915
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 59.15 / 20 * 25 $15,616
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 35209.26 / 60 * 25 $1,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,915 + $15,616 +$1,467
$45,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-042
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI N TO 0.60MI N OF CO RD 76 Termini 0.5 MI N TO 0.60MI N OF CO RD 76
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
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
0.1 * 630862.42 / 60 * 25 *1.1
$28,915
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 59.15 / 20 * 25 $15,616
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 35209.26 / 60 * 25 $1,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,915 + $15,616 +$1,467
$45,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-043
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.60 MI N CO RD 76 TO S JCT 80THST S
Termini 0.60 MI N CO RD 76 TO S JCT 80THST S
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
90743 Structure Number 90743
6.21 Milepoint 6.21
1912 Year Built 1912
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
29 Culvert Length 29
69.99979448 Area of Waterway Opening 69.99979448
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
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 630862.42 / 60 * 25 *1.1
$115,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 59.15 / 20 * 25 $62,462
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 35209.26 / 60 * 25 $5,868
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
29 * 69.99979448 * 16.61 /100 * 25 * 1.15
$9,694
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $115,658 + $62,462 +$5,868 + $9,694
$193,682
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
S JCT 80TH ST S TO 0.3 MI S OFCSAH 22
Termini S JCT 80TH ST S TO 0.3 MI S OFCSAH 22
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE
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 * 630862.42 / 60 * 25 *1.1
$202,402
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 59.15 / 20 * 25 $109,309
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 35209.26 / 60 * 25 $10,269
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $202,402 + $109,309+ $10,269
$321,980
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI SO TO CSAH 22 Termini 0.3 MI SO TO CSAH 22
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE
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 * 630862.42 / 60 * 25 *1.1
$86,744
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 59.15 / 20 * 25 $46,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 35209.26 / 60 * 25 $4,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $86,744 + $46,847 +$4,401
$137,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-061
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
CSAH 22 TO 0.60M N Termini CSAH 22 TO 0.60M N
860 Present AADT 860
2017 Year of Count 2017
1.3 Projection Factor 1.3
1118 Projected Traffic 1118
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE
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 * 630862.42 / 60 * 25 *1.1
$173,487
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 59.15 / 20 * 25 $93,694
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 35209.26 / 60 * 25 $8,802
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $173,487 + $93,694 +$8,802
$275,983
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.6 MI N OF CSAH 20 TO S LIMAFTON
Termini 0.6 MI N OF CSAH 20 TO S LIMAFTON
860 Present AADT 860
2017 Year of Count 2017
1.3 Projection Factor 1.3
1118 Projected Traffic 1118
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE
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
0.5 * 630862.42 / 60 * 25 *1.1
$144,573
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 59.15 / 20 * 25 $78,078
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 35209.26 / 60 * 25 $7,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $144,573 + $78,078 +$7,335
$229,986
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-071
Original Current
AFTON Municipality AFTON
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM AFTON TO 1175' N. OFTROUT BROOK BRIDGE
Termini SO LIM AFTON TO 1175' N. OFTROUT BROOK BRIDGE
860 Present AADT 860
2017 Year of Count 2017
1.3 Projection Factor 1.3
1118 Projected Traffic 1118
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE
NEW SEGMENT TO INCLUDE 2000CONSTRUCTION- S.A.P. 82-621-21AND 82-621-23.
Comments 2015 082-621-034 SURFACE
NEW SEGMENT TO INCLUDE 2000CONSTRUCTION- S.A.P. 82-621-21AND 82-621-23.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
82508 Structure Number 82508
8.279 Milepoint 8.279
2000 Year Built 2000
TROUT BROOK Feature Crossed TROUT BROOK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
75.8 Bridge Length 75.8
36 Bridge Width 36
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.35 * 630862.42 / 60 * 25 *1.1
$101,201
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2112 * 59.15 / 20 * 25 $54,655
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 35209.26 / 60 * 25 $5,135
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
75.8 * 36 * 163 / 80 * 25 *1.15
$159,848
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $101,201 + $54,655 +$5,135 + $159,848
$320,839
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-080
Original Current
AFTON Municipality AFTON
0.73 Segment Length 0.73
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1175' N OF TROUT BROOKBRIDGE TO 50TH ST SO
Termini 1175' N OF TROUT BROOKBRIDGE TO 50TH ST SO
860 Present AADT 860
2017 Year of Count 2017
1.3 Projection Factor 1.3
1118 Projected Traffic 1118
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE
SEGMENT LENGTH REVISED TOACCOUNT FOR 2000RECONSTRUCTION OF TROUTBROOK BRIDGE ANDAPPROACHES- S.A.P. 82-621-21AND 82-621-23
Comments 2015 082-621-034 SURFACE
SEGMENT LENGTH REVISED TOACCOUNT FOR 2000RECONSTRUCTION OF TROUTBROOK BRIDGE ANDAPPROACHES- S.A.P. 82-621-21AND 82-621-23
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
0.73 * 630862.42 / 60 * 25 *1.1
$211,076
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.73 * 2112 * 59.15 / 20 * 25 $113,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.73 * 35209.26 / 60 * 25 $10,709
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,076 + $113,994+ $10,709
$335,779
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-090
Original Current
AFTON Municipality AFTON
0.28 Segment Length 0.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
50TH ST S TO 0.28 MI N Termini 50TH ST S TO 0.28 MI N
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE
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
0.28 * 630862.42 / 60 * 25 *1.1
$80,961
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2112 * 59.15 / 20 * 25 $43,724
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 35209.26 / 60 * 25 $4,108
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $80,961 + $43,724 +$4,108
$128,793
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-091
Original Current
AFTON Municipality AFTON
1.29 Segment Length 1.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.28 MI N 50TH ST S TO RIVER RD Termini 0.28 MI N 50TH ST S TO RIVER RD
1050 Present AADT 1050
2017 Year of Count 2017
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1986 Latest Year SA funds 1986
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
1.29 * 2587426.01 / 60 * 25* 1.15
$1,599,353
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.29 * 2904 * 59.15 / 15 * 25 $369,309
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.29 * 226922.42 / 60 * 25 $121,971
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,599,353 + $369,309+ $121,971
$2,090,633
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-100
Original Current
AFTON Municipality AFTON
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
RIVER RD TO 0.09 MI N Termini RIVER RD TO 0.09 MI N
2200 Present AADT 2200
2017 Year of Count 2017
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1996 Latest Year SA funds 1996
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
0.09 * 2587426.01 / 60 * 25* 1.15
$111,583
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 59.15 / 15 * 25 $25,766
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 226922.42 / 60 * 25 $8,510
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $111,583 + $25,766 +$8,510
$145,859
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-621-101
Original Current
AFTON Municipality AFTON
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.09 MI N RIVER RD TO UPPER34TH ST S
Termini 0.09 MI N RIVER RD TO UPPER34TH ST S
2200 Present AADT 2200
2017 Year of Count 2017
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Revised
Original Current
82507 Structure Number 82507
10.98 Milepoint 10.98
1996 Year Built 2017
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
5 Culvert Height 5
40 Culvert Length 55.5
60.00013138 Area of Waterway Opening 60.0001314
100% Shared Structure 100%
Comments Box Culvert replaced in 2017 -3/28/2019 AJG
1 Culvert Group Code 1
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
0.2 * 1053148.84 / 60 * 25 *1.1
$96,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 59.15 / 20 * 25 $35,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 150960.35 / 60 * 25 $12,580
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
55.5 * 60.0001314 * 16.61 /100 * 25 * 1.15
$15,902
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $96,539 + $35,135 +$12,580 + $15,902
$160,156
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-110
Original Current
AFTON Municipality AFTON
0.29 Segment Length 0.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
UPPER 34TH ST SO TO CSAH 18 Termini UPPER 34TH ST SO TO CSAH 18
2200 Present AADT 2200
2017 Year of Count 2017
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
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
0.29 * 1053148.84 / 60 * 25* 1.1
$139,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2376 * 59.15 / 20 * 25 $50,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 150960.35 / 60 * 25 $18,241
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $139,981 + $50,946 +$18,241
$209,168
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-120
Original Current
AFTON Municipality AFTON
0.29 Segment Length 0.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 18 TO 0.29 MI NO Termini CSAH 18 TO 0.29 MI NO
680 Present AADT 680
2017 Year of Count 2017
1.3 Projection Factor 1.3
884 Projected Traffic 884
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING
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
0.29 * 630862.42 / 60 * 25 *1.1
$83,852
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2112 * 59.15 / 20 * 25 $45,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 35209.26 / 60 * 25 $4,254
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $83,852 + $45,285 +$4,254
$133,391
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-130
Original Current
AFTON Municipality AFTON
1.18 Segment Length 1.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.29 MI NO OF CSAH 18 TOVALLEY CREEK TRAIL
Termini 0.29 MI NO OF CSAH 18 TOVALLEY CREEK TRAIL
680 Present AADT 680
2017 Year of Count 2017
1.3 Projection Factor 1.3
884 Projected Traffic 884
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING
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
1.18 * 630862.42 / 60 * 25 *1.1
$341,191
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.18 * 2112 * 59.15 / 20 * 25 $184,264
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.18 * 35209.26 / 60 * 25 $17,311
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $341,191 + $184,264+ $17,311
$542,766
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-131
Original Current
AFTON Municipality AFTON
2.06 Segment Length 2.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
VALLEY CREEK TRAIL TO N LIMAFTON
Termini VALLEY CREEK TRAIL TO N LIMAFTON
590 Present AADT 590
2017 Year of Count 2017
1.3 Projection Factor 1.3
767 Projected Traffic 767
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-033 PAVING
2013 SAP 082-621-027 R&R BR
Comments 2015 082-621-033 PAVING
2013 SAP 082-621-027 R&R BR
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
82534 Structure Number 82534
12.88 Milepoint 12.88
2013 Year Built 2013
VALLEY CREEK Feature Crossed VALLEY CREEK
Type of Service
3 Number of Spans 3
59.67 Bridge Length 59.67
35.84 Bridge Width 35.84
100% Shared Structure 100%
2013 SAP 082-621-027 R&R BR Comments 2013 SAP 082-621-027 R&R BR
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
90747 Structure Number 90747
13.44 Milepoint 13.44
1924 Year Built 1924
VALLEY CRK (TRIBUTARY) Feature Crossed VALLEY CRK (TRIBUTARY)
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
26 Culvert Length 26
39.99972879 Area of Waterway Opening 39.99972879
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
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.06 * 630862.42 / 60 * 25 *1.1
$595,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.06 * 2112 * 59.15 / 20 * 25 $321,681
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.06 * 35209.26 / 60 * 25 $30,221
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
59.67 * 35.84 * 163 / 80 * 25* 1.15
$125,274
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
26 * 39.99972879 * 16.61 /100 * 25 * 1.15
$4,966
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $595,639 + $321,681+ $30,221 + $125,274 +$4,966
$1,077,781
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-140
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM AFTON TO SO FRONTAGERD FAI 94
Termini NO LIM AFTON TO SO FRONTAGERD FAI 94
910 Present AADT 910
2017 Year of Count 2017
1.3 Projection Factor 1.3
1183 Projected Traffic 1183
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING
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
0.4 * 630862.42 / 60 * 25 *1.1
$115,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 59.15 / 20 * 25 $62,462
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 35209.26 / 60 * 25 $5,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $115,658 + $62,462 +$5,868
$183,988
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-141
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO FRONTAGE RD FAI 94 TO 0.09MI NO FAI 94
Termini SO FRONTAGE RD FAI 94 TO 0.09MI NO FAI 94
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
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
0.2 * 1053148.84 / 60 * 25 *1.1
$96,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 59.15 / 20 * 25 $35,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 150960.35 / 60 * 25 $12,580
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $96,539 + $35,135 +$12,580
$144,254
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-142
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.09 MI N OF FAI 94 TO 0.49 MI NO Termini 0.09 MI N OF FAI 94 TO 0.49 MI NO
2500 Present AADT 2500
2017 Year of Count 2017
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
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
0.4 * 1053148.84 / 60 * 25 *1.1
$193,077
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 59.15 / 20 * 25 $70,270
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 150960.35 / 60 * 25 $25,160
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $193,077 + $70,270 +$25,160
$288,507
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-150
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
0.49 MI NO OF FAI 94 TO 22ND STNO
Termini 0.49 MI NO OF FAI 94 TO 22ND STNO
3400 Present AADT 3400
2017 Year of Count 2017
1.3 Projection Factor 1.3
4420 Projected Traffic 4420
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
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
1.2 * 1053148.84 / 60 * 25 *1.1
$579,232
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2376 * 59.15 / 20 * 25 $210,811
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 150960.35 / 60 * 25 $75,480
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $579,232 + $210,811+ $75,480
$865,523
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-621-151
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
22ND ST NO TO SO LIMSBAYPORT
Termini 22ND ST NO TO SO LIMSBAYPORT
5700 Present AADT 5700
2017 Year of Count 2017
1.3 Projection Factor 1.3
7410 Projected Traffic 7410
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Revised
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
183824E USDOT Number 183824E
1.2 Located at Milepoint 1.2
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2005 Last Year Protection Upgraded 2017
124 Crossing Length 164
Last Year Surfaced
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
1.9 * 2089654.58 / 60 * 25 *1.1
$1,819,741
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 3564 * 59.15 / 20 * 25 $500,675
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 120761.57 / 60 * 25 $95,603
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
164 * 1350 / 25 * 25 $221,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,819,741 + $500,675+ $95,603 + $275,000 +$221,400
$2,912,419
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-154
Original Current
BAYPORT Municipality BAYPORT
0.84 Segment Length 0.84
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO TO NO LIMS BAYPORT Termini SO TO NO LIMS BAYPORT
5700 Present AADT 5700
2017 Year of Count 2017
1.3 Projection Factor 1.3
7410 Projected Traffic 7410
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2013 Latest Year SA funds 2013
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
2013 SAP 082-621-030ADA/LIGHTING @ INSPIRATIONPKWY
RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
Comments 2013 SAP 082-621-030ADA/LIGHTING @ INSPIRATIONPKWY
RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25
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
0.84 * 2089654.58 / 60 * 25* 1.1
$804,517
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.84 * 3564 * 59.15 / 20 * 25 $221,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.84 * 120761.57 / 60 * 25 $42,267
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $804,517 +$221,351 + $42,267
$1,138,448
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-157
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS BAYPORT TO S JCT CSAH14
Termini N LIMS BAYPORT TO S JCT CSAH14
5700 Present AADT 5700
2017 Year of Count 2017
1.3 Projection Factor 1.3
7410 Projected Traffic 7410
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-029INTERSECTION IMPROVEMENT @S JCT CSAH 14
Comments 2014 SAP 082-621-029INTERSECTION IMPROVEMENT @S JCT CSAH 14
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
0.1 * 2089654.58 / 60 * 25 *1.1
$95,776
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 120761.57 / 60 * 25 $5,032
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,776 + $26,351 +$5,032
$127,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-160
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
S JCT CSAH 14 TO 0.10 MI N Termini S JCT CSAH 14 TO 0.10 MI N
2800 Present AADT 2800
2017 Year of Count 2017
1.3 Projection Factor 1.3
3640 Projected Traffic 3640
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
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
0.1 * 1053148.84 / 60 * 25 *1.1
$48,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 59.15 / 20 * 25 $17,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 150960.35 / 60 * 25 $6,290
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,269 + $17,568 +$6,290
$72,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-161
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MI N OF S JCT CSAH 14 TO 0.2MI N OF S JCT CSAH 14
Termini 0.1 MI N OF S JCT CSAH 14 TO 0.2MI N OF S JCT CSAH 14
2800 Present AADT 2800
2017 Year of Count 2017
1.3 Projection Factor 1.3
3640 Projected Traffic 3640
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1995 Latest Year SA funds 1995
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
0.1 * 1053148.84 / 60 * 25 *1.1
$48,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 59.15 / 20 * 25 $17,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 150960.35 / 60 * 25 $6,290
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,269 + $17,568 +$6,290
$72,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-162
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI N OF S JCT CSAH 14 TO SLIM BAYPORT
Termini 0.2 MI N OF S JCT CSAH 14 TO SLIM BAYPORT
2800 Present AADT 2800
2017 Year of Count 2017
1.3 Projection Factor 1.3
3640 Projected Traffic 3640
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1995 Latest Year SA funds 1995
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
0.1 * 2587426.01 / 60 * 25 *1.15
$123,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 59.15 / 15 * 25 $28,629
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 226922.42 / 60 * 25 $9,455
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $123,981 + $28,629 +$9,455
$162,065
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-170
Original Current
BAYPORT Municipality BAYPORT
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMS BAYPORT TO 0.4 M NE Termini S LIMS BAYPORT TO 0.4 M NE
2800 Present AADT 2800
2017 Year of Count 2017
1.3 Projection Factor 1.3
3640 Projected Traffic 3640
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1995 Latest Year SA funds 1995
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
0.4 * 2587426.01 / 60 * 25 *1.15
$495,923
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2904 * 59.15 / 15 * 25 $114,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 226922.42 / 60 * 25 $37,820
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $495,923 + $114,514+ $37,820
$648,257
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-180
Original Current
BAYPORT Municipality BAYPORT
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 M NE OF S LIMS BAYPORT TON LIMS BAYPORT
Termini 0.4 M NE OF S LIMS BAYPORT TON LIMS BAYPORT
1850 Present AADT 1850
2017 Year of Count 2017
1.3 Projection Factor 1.3
2405 Projected Traffic 2405
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1995 Latest Year SA funds 1995
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
0.14 * 2587426.01 / 60 * 25* 1.15
$173,573
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 59.15 / 15 * 25 $40,080
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 226922.42 / 60 * 25 $13,237
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $173,573 + $40,080 +$13,237
$226,890
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-190
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM BAYPORT TO 56TH STREETN
Termini N LIM BAYPORT TO 56TH STREETN
1850 Present AADT 1850
2017 Year of Count 2017
1.3 Projection Factor 1.3
2405 Projected Traffic 2405
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-028 RECONST.(N-S)
Comments 2014 SAP 082-621-028 RECONST.(N-S)
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
0.11 * 2587426.01 / 60 * 25* 1.15
$136,379
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2904 * 59.15 / 15 * 25 $31,491
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 226922.42 / 60 * 25 $10,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $136,379 + $31,491 +$10,401
$178,271
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-621-200
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.23 Segment Length 0.23
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
56TH STREET NORTH TO TH 95 Termini 56TH STREET NORTH TO TH 95
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 082-621-028 RECONST Comments 2014 SAP 082-621-028 RECONST
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
0.23 * 2587426.01 / 60 * 25* 1.15
$285,156
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 59.15 / 15 * 25 $65,846
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 226922.42 / 60 * 25 $21,747
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $285,156 + $65,846 +$21,747
$372,749
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-050
Original Current
ST PAUL PARK Municipality ST PAUL PARK
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SUMMIT TO CM STP&P RR Termini SUMMIT TO CM STP&P RR
15100 Present AADT 15100
2017 Year of Count 2017
1.3 Projection Factor 1.3
19630 Projected Traffic 19630
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
BRIDGE 82025 PART OF WAKOTABRIDGE PROJECT
Comments BRIDGE 82025 PART OF WAKOTABRIDGE PROJECT
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
0.16 * 3381036.31 / 60 * 25* 1.15
$259,213
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 3696 * 59.15 / 15 * 25 $58,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 633010.47 / 60 * 25 $42,201
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $259,213 + $58,298 +$42,201
$359,712
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-060
Original Current
ST PAUL PARK Municipality ST PAUL PARK
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CMSTP&P RR TO CO RD 74 Termini CMSTP&P RR TO CO RD 74
15100 Present AADT 15100
2017 Year of Count 2017
1.3 Projection Factor 1.3
19630 Projected Traffic 19630
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2000 Latest Year SA funds 2000
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
0.12 * 2089654.58 / 60 * 25* 1.1
$114,931
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3564 * 59.15 / 20 * 25 $31,622
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 120761.57 / 60 * 25 $6,038
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $114,931 +$31,622 + $6,038
$328,372
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-061
Original Current
ST PAUL PARK Municipality ST PAUL PARK
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 74 TO E LIM ST PAUL PK Termini CO RD 74 TO E LIM ST PAUL PK
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
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
0.33 * 2089654.58 / 60 * 25* 1.1
$316,060
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 59.15 / 20 * 25 $86,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 120761.57 / 60 * 25 $16,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $316,060 +$86,959 + $16,605
$454,780
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-070
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS ST PAUL PARK TO 0.12 MIE
Termini E LIMS ST PAUL PARK TO 0.12 MIE
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 SL
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
0.12 * 3381036.31 / 60 * 25* 1.15
$194,410
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3696 * 59.15 / 15 * 25 $43,724
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 633010.47 / 60 * 25 $31,651
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $194,410 + $43,724 +$31,651
$269,785
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-071
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.12 MI E TO 0.45 MI E OF E LIMSST PAUL PARK
Termini 0.12 MI E TO 0.45 MI E OF E LIMSST PAUL PARK
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 SL
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
0.33 * 3381036.31 / 60 * 25* 1.15
$534,626
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3696 * 59.15 / 15 * 25 $120,240
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 633010.47 / 60 * 25 $87,039
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $534,626 + $120,240+ $87,039
$741,905
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-072
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.26 Segment Length 0.26
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.45 MI E TO 0.71 MI E OF E LIMSST PAUL PARK
Termini 0.45 MI E TO 0.71 MI E OF E LIMSST PAUL PARK
9700 Present AADT 9700
2017 Year of Count 2017
1.3 Projection Factor 1.3
12610 Projected Traffic 12610
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 SL
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
0.26 * 3381036.31 / 60 * 25* 1.15
$421,221
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 3696 * 59.15 / 15 * 25 $94,735
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 633010.47 / 60 * 25 $68,576
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $421,221 + $94,735 +$68,576
$584,532
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-073
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.29 Segment Length 0.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.71 MI E TO 1.00 MI E OF E LIMSST PAUL PARK
Termini 0.71 MI E TO 1.00 MI E OF E LIMSST PAUL PARK
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1981 Latest Year SA funds 1981
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 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
0.29 * 2587426.01 / 60 * 25* 1.15
$359,544
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2904 * 59.15 / 15 * 25 $83,023
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 226922.42 / 60 * 25 $27,420
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $359,544 +$83,023 + $27,420
$540,300
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-074
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.00 MI E TO 1.60 MI E OF E LIMSST PAUL PARK
Termini 1.00 MI E TO 1.60 MI E OF E LIMSST PAUL PARK
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1981 Latest Year SA funds 1981
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 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
0.6 * 2587426.01 / 60 * 25 *1.15
$743,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 59.15 / 15 * 25 $171,772
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 226922.42 / 60 * 25 $56,731
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $743,885 +$171,772 + $56,731
$1,042,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-075
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.60 MI E LIMS ST PAUL PARK TOHINTON AVE S
Termini 1.60 MI E LIMS ST PAUL PARK TOHINTON AVE S
7600 Present AADT 7600
2017 Year of Count 2017
1.3 Projection Factor 1.3
9880 Projected Traffic 9880
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED COMPLETE NEEDS2/22/07 SL
Comments REINSTATED COMPLETE NEEDS2/22/07 SL
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
0.13 * 2587426.01 / 60 * 25* 1.15
$161,175
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 59.15 / 15 * 25 $37,217
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 226922.42 / 60 * 25 $12,292
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $161,175 + $37,217 +$12,292
$210,684
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-080
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
HINTON AVE SO TO 0.09 MI E Termini HINTON AVE SO TO 0.09 MI E
7100 Present AADT 7100
2017 Year of Count 2017
1.3 Projection Factor 1.3
9230 Projected Traffic 9230
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1993 Latest Year SA funds 1993
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
0.09 * 2089654.58 / 60 * 25* 1.1
$86,198
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 3564 * 59.15 / 20 * 25 $23,716
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 120761.57 / 60 * 25 $4,529
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $86,198 + $23,716 +$4,529
$114,443
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-090
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.79 Segment Length 0.79
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.09 M E OF HINTON AVE S TOIRVIN AVE S
Termini 0.09 M E OF HINTON AVE S TOIRVIN AVE S
7100 Present AADT 7100
2017 Year of Count 2017
1.3 Projection Factor 1.3
9230 Projected Traffic 9230
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
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
0.79 * 2587426.01 / 60 * 25* 1.15
$979,449
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.79 * 2904 * 59.15 / 15 * 25 $226,166
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.79 * 226922.42 / 60 * 25 $74,695
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $979,449 + $226,166+ $74,695
$1,280,310
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-100
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.28 Segment Length 0.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
IRVIN AVE SO TO 0.28 M E Termini IRVIN AVE SO TO 0.28 M E
6200 Present AADT 6200
2017 Year of Count 2017
1.3 Projection Factor 1.3
8060 Projected Traffic 8060
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1993 Latest Year SA funds 1993
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
0.28 * 2089654.58 / 60 * 25* 1.1
$268,172
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 3564 * 59.15 / 20 * 25 $73,784
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 120761.57 / 60 * 25 $14,089
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $268,172 + $73,784 +$14,089
$356,045
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-110
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.28 M E TO 0.39 M E OF IRVIN AVESO
Termini 0.28 M E TO 0.39 M E OF IRVIN AVESO
6200 Present AADT 6200
2017 Year of Count 2017
1.3 Projection Factor 1.3
8060 Projected Traffic 8060
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
1993 Latest Year SA funds 1993
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
0.11 * 2089654.58 / 60 * 25* 1.1
$105,353
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 3564 * 59.15 / 20 * 25 $28,986
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 120761.57 / 60 * 25 $5,535
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,353 + $28,986 +$5,535
$139,874
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-120
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.93 Segment Length 0.93
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.39 M E OF IRVIN AVE SO TO 0.15M W OF CSAH 19
Termini 0.39 M E OF IRVIN AVE SO TO 0.15M W OF CSAH 19
6200 Present AADT 6200
2017 Year of Count 2017
1.3 Projection Factor 1.3
8060 Projected Traffic 8060
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 82-622-014 reconstruct Comments 2016 82-622-014 reconstruct
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
0.93 * 2089654.58 / 60 * 25* 1.1
$890,715
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 3564 * 59.15 / 20 * 25 $245,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 120761.57 / 60 * 25 $46,795
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $890,715 + $245,067+ $46,795
$1,182,577
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-130
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.15 M W TO CSAH 19 Termini 0.15 M W TO CSAH 19
3350 Present AADT 3350
2017 Year of Count 2017
1.3 Projection Factor 1.3
4355 Projected Traffic 4355
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-622-010ROUNDABOUT RECONST
Comments 2013 SAP 082-622-010ROUNDABOUT RECONST
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
0.15 * 1053148.84 / 60 * 25* 1.1
$72,404
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2376 * 59.15 / 20 * 25 $26,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 150960.35 / 60 * 25 $9,435
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $72,404 + $26,351 +$9,435
$108,190
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-140
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
1.12 Segment Length 1.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO LAMAR AVE SO Termini CSAH 19 TO LAMAR AVE SO
3150 Present AADT 3150
2017 Year of Count 2017
1.3 Projection Factor 1.3
4095 Projected Traffic 4095
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-620-009ROUNDABOUT CONST
Comments 2013 SAP 082-620-009ROUNDABOUT CONST
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
1.12 * 1053148.84 / 60 * 25* 1.1
$540,616
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.12 * 2376 * 59.15 / 20 * 25 $196,757
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.12 * 150960.35 / 60 * 25 $70,448
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $540,616 + $196,757+ $70,448
$807,821
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-150
Original Current
COTTAGE GROVE Municipality COTTAGE GROVE
0.9 Segment Length 0.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
LAMAR AVE SO TO TH 95 Termini LAMAR AVE SO TO TH 95
3150 Present AADT 3150
2017 Year of Count 2017
1.3 Projection Factor 1.3
4095 Projected Traffic 4095
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
0.9 * 1053148.84 / 60 * 25 *1.1
$434,424
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 59.15 / 20 * 25 $158,108
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 150960.35 / 60 * 25 $56,610
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $434,424 + $158,108+ $56,610
$649,142
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-160
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 95 TO OAKGREEN AVE Termini TH 95 TO OAKGREEN AVE
1950 Present AADT 1950
2017 Year of Count 2017
1.3 Projection Factor 1.3
2535 Projected Traffic 2535
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
2010 OVERLAY WORK DONEUNDER SAP 82-620-08.
Comments 2010 OVERLAY WORK DONEUNDER SAP 82-620-08.
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
2 * 1053148.84 / 60 * 25 *1.1
$965,386
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2376 * 59.15 / 20 * 25 $351,351
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 150960.35 / 60 * 25 $125,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $965,386 + $351,351+ $125,800
$1,442,537
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-170
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
OAKGREEN AVE TO CSAH 21 Termini OAKGREEN AVE TO CSAH 21
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED WITH LOCAL FUNDS Comments SURFACED WITH LOCAL FUNDS
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
1.2 * 630862.42 / 60 * 25 *1.1
$346,974
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 59.15 / 20 * 25 $187,387
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 35209.26 / 60 * 25 $17,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $346,974 + $187,387+ $17,605
$551,966
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-622-180
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 21 TO 0.40 MI E Termini CSAH 21 TO 0.40 MI E
490 Present AADT 490
2017 Year of Count 2017
1.3 Projection Factor 1.3
637 Projected Traffic 637
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 082-622-013 SURFACE
PROPOSED ROADBED WIDTHCHANGED TO REFLECT MAXIMUMALLOWABLE-- 32 FEET. 2/22/07SL
Comments 2015 082-622-013 SURFACE
PROPOSED ROADBED WIDTHCHANGED TO REFLECT MAXIMUMALLOWABLE-- 32 FEET. 2/22/07SL
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
0.4 * 630862.42 / 60 * 25 *1.1
$115,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 59.15 / 20 * 25 $62,462
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 35209.26 / 60 * 25 $5,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $115,658 + $62,462 +$5,868
$183,988
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WASHINGTON Segment Nbr : 082-623-009
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.87 Segment Length 0.87
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
0 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
56TH STREET NORTH TO 62NDSTREET N
Termini 56TH STREET NORTH TO 62NDSTREET N
1150 Present AADT 1150
2017 Year of Count 2017
1.3 Projection Factor 1.3
1495 Projected Traffic 1495
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-623-009 reconstruct Comments 2016 082-623-009 reconstruct
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
0.87 * 2587426.01 / 60 * 25* 1.15
$1,078,633
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.87 * 2904 * 59.15 / 15 * 25 $249,069
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.87 * 226922.42 / 60 * 25 $82,259
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,078,633 + $249,069+ $82,259
$1,409,961
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-021
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.27 Segment Length 0.27
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
62ND STREET NORTH TO SO LIMSTILLWATER
Termini 62ND STREET NORTH TO SO LIMSTILLWATER
2100 Present AADT 2100
2017 Year of Count 2017
1.3 Projection Factor 1.3
2730 Projected Traffic 2730
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-623-009 reconstruct Comments 2016 082-623-009 reconstruct
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
0.27 * 2587426.01 / 60 * 25* 1.15
$334,748
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2904 * 59.15 / 15 * 25 $77,297
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 226922.42 / 60 * 25 $25,529
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $334,748 + $77,297 +$25,529
$437,574
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-031
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON ORLEANS, PARIS AVE N TOPANAMA AVE (6TH AVE)
Termini ON ORLEANS, PARIS AVE N TOPANAMA AVE (6TH AVE)
2200 Present AADT 2200
2017 Year of Count 2017
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-623-006 M&OL, C&G Comments 2013 SAP 082-623-006 M&OL, C&G
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
0.12 * 2587426.01 / 60 * 25* 1.15
$148,777
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 59.15 / 15 * 25 $34,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 226922.42 / 60 * 25 $11,346
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $148,777 + $34,354 +$11,346
$194,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-032
Original Current
STILLWATER Municipality STILLWATER
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON ORLEANS, 6TH AVE S TO 3RDST S (CSAH 24)
Termini ON ORLEANS, 6TH AVE S TO 3RDST S (CSAH 24)
2200 Present AADT 2200
2017 Year of Count 2017
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-623-006 M&OL, C&G Comments 2013 SAP 082-623-006 M&OL, C&G
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
0.16 * 2587426.01 / 60 * 25* 1.15
$198,369
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2904 * 59.15 / 15 * 25 $45,806
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 226922.42 / 60 * 25 $15,128
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $198,369 + $45,806 +$15,128
$259,303
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-041
Original Current
STILLWATER Municipality STILLWATER
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
ON 3RD ST, ORLEANS TOBURLINGTON
Termini ON 3RD ST, ORLEANS TOBURLINGTON
3050 Present AADT 3050
2017 Year of Count 2017
1.3 Projection Factor 1.3
3965 Projected Traffic 3965
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G
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
0.19 * 2587426.01 / 60 * 25* 1.15
$235,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 59.15 / 15 * 25 $54,394
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 226922.42 / 60 * 25 $17,965
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $235,564 + $54,394 +$17,965
$307,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-050
Original Current
STILLWATER Municipality STILLWATER
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BURLINGTON TO CHURCHILL ON3RD ST
Termini BURLINGTON TO CHURCHILL ON3RD ST
3050 Present AADT 3050
2017 Year of Count 2017
1.3 Projection Factor 1.3
3965 Projected Traffic 3965
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G
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
0.15 * 2587426.01 / 60 * 25* 1.15
$185,971
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 59.15 / 15 * 25 $42,943
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 226922.42 / 60 * 25 $14,183
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $185,971 + $42,943 +$14,183
$243,097
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-060
Original Current
STILLWATER Municipality STILLWATER
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
CHURCHILL TO WALNUT ON 3RDST
Termini CHURCHILL TO WALNUT ON 3RDST
5500 Present AADT 5500
2017 Year of Count 2017
1.3 Projection Factor 1.3
7150 Projected Traffic 7150
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G
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
0.19 * 2587426.01 / 60 * 25* 1.15
$235,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 59.15 / 15 * 25 $54,394
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 226922.42 / 60 * 25 $17,965
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $235,564 + $54,394 +$17,965
$307,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-061
Original Current
STILLWATER Municipality STILLWATER
0.3 Segment Length 0.3
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WALNUT TO CHESTNUT ON 3RDST
Termini WALNUT TO CHESTNUT ON 3RDST
7200 Present AADT 7200
2017 Year of Count 2017
1.3 Projection Factor 1.3
9360 Projected Traffic 9360
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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 * 2587426.01 / 60 * 25 *1.15
$371,942
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 59.15 / 15 * 25 $85,886
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 226922.42 / 60 * 25 $28,365
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $371,942 + $85,886 +$28,365
$486,193
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-623-070
Original Current
STILLWATER Municipality STILLWATER
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3RD TO MAIN ST ON CHESTNUT Termini 3RD TO MAIN ST ON CHESTNUT
6600 Present AADT 6600
2017 Year of Count 2017
1.3 Projection Factor 1.3
8580 Projected Traffic 8580
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G
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
0.09 * 2587426.01 / 60 * 25* 1.15
$111,583
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 59.15 / 15 * 25 $25,766
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 226922.42 / 60 * 25 $8,510
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $111,583 +$25,766 + $8,510
$181,015
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO S LIMS OAK PARKHEIGHTS
Termini CSAH 14 TO S LIMS OAK PARKHEIGHTS
7300 Present AADT 7300
2017 Year of Count 2017
1.3 Projection Factor 1.3
9490 Projected Traffic 9490
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.4 * 2089654.58 / 60 * 25 *1.1
$383,103
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 59.15 / 20 * 25 $105,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 120761.57 / 60 * 25 $20,127
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $383,103 + $105,405+ $20,127
$508,635
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-006
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.48 Segment Length 0.48
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S. LIMITS OAK PARK HEIGHTS TO0.48 MI. N.
Termini S. LIMITS OAK PARK HEIGHTS TO0.48 MI. N.
7300 Present AADT 7300
2017 Year of Count 2017
1.3 Projection Factor 1.3
9490 Projected Traffic 9490
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.48 * 2089654.58 / 60 * 25* 1.1
$459,724
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 3564 * 59.15 / 20 * 25 $126,486
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 120761.57 / 60 * 25 $24,152
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $459,724 + $126,486+ $24,152
$610,362
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-007
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.17 Segment Length 0.17
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.48 MI. NO OF S. LIM. OAK PARKHEIGHTS TO 56TH ST. N.
Termini 0.48 MI. NO OF S. LIM. OAK PARKHEIGHTS TO 56TH ST. N.
7300 Present AADT 7300
2017 Year of Count 2017
1.3 Projection Factor 1.3
9490 Projected Traffic 9490
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.17 * 2089654.58 / 60 * 25* 1.1
$162,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 3564 * 59.15 / 20 * 25 $44,797
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 120761.57 / 60 * 25 $8,554
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,819 + $44,797 +$8,554
$216,170
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-008
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
UPPER 56TH ST. TO TH 36 Termini UPPER 56TH ST. TO TH 36
9600 Present AADT 9600
2017 Year of Count 2017
1.3 Projection Factor 1.3
12480 Projected Traffic 12480
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
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
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
0.33 * 3381036.31 / 60 * 25* 1.15
$534,626
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3696 * 59.15 / 15 * 25 $120,240
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 633010.47 / 60 * 25 $87,039
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $534,626 +$120,240 + $87,039
$777,061
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-009
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 36 TO 0.13 MI NO Termini TH 36 TO 0.13 MI NO
11700 Present AADT 11700
2017 Year of Count 2017
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
1989 Latest Year SA funds 1989
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
0.13 * 3381036.31 / 60 * 25* 1.15
$210,610
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 3696 * 59.15 / 15 * 25 $47,367
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 633010.47 / 60 * 25 $34,288
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $210,610 +$47,367 + $34,288
$327,421
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-010
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.13 MI NO OF TH 36 TO SO LIMSTILLWATER
Termini 0.13 MI NO OF TH 36 TO SO LIMSTILLWATER
11700 Present AADT 11700
2017 Year of Count 2017
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
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
0.1 * 3381036.31 / 60 * 25 *1.15
$162,008
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 59.15 / 15 * 25 $36,436
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 633010.47 / 60 * 25 $26,375
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $162,008 +$36,436 + $26,375
$259,975
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-011
Original Current
STILLWATER Municipality STILLWATER
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO TO NO LIM STILLWATER Termini SO TO NO LIM STILLWATER
11700 Present AADT 11700
2017 Year of Count 2017
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
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
0.12 * 3381036.31 / 60 * 25* 1.15
$194,410
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3696 * 59.15 / 15 * 25 $43,724
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 633010.47 / 60 * 25 $31,651
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $194,410 +$43,724 + $31,651
$304,941
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-012
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO TO SO LIM STILLWATER Termini NO TO SO LIM STILLWATER
11700 Present AADT 11700
2017 Year of Count 2017
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
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
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
0.13 * 3381036.31 / 60 * 25* 1.15
$210,610
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 3696 * 59.15 / 15 * 25 $47,367
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 633010.47 / 60 * 25 $34,288
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,610 + $47,367 +$34,288
$292,265
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-624-020
Original Current
STILLWATER Municipality STILLWATER
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIM AND FOURTH ST TO THIRD Termini S LIM AND FOURTH ST TO THIRD
11700 Present AADT 11700
2017 Year of Count 2017
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 082-624-005 OL C&G Comments 2013 SAP 082-624-005 OL C&G
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
0.07 * 3381036.31 / 60 * 25* 1.15
$113,406
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 59.15 / 15 * 25 $25,505
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 633010.47 / 60 * 25 $18,463
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,406 + $25,505 +$18,463
$157,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-625-010
Original Current
WOODBURY Municipality WOODBURY
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
ALONG RAMSEY=WASHINGTONCO LINE TO SO PORTION
Termini ALONG RAMSEY=WASHINGTONCO LINE TO SO PORTION
1350 Present AADT 1350
2017 Year of Count 2017
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
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
0.19 * 1053148.84 / 60 * 25* 1.1
$91,712
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2376 * 59.15 / 20 * 25 $33,378
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 150960.35 / 60 * 25 $11,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $91,712 + $33,378 +$11,951
$137,041
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-625-020
Original Current
WOODBURY Municipality WOODBURY
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
ALONG RAMSEY-WASHINGTONCOUNTY LINE
Termini ALONG RAMSEY-WASHINGTONCOUNTY LINE
4650 Present AADT 4650
2017 Year of Count 2017
1.3 Projection Factor 1.3
6045 Projected Traffic 6045
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
Comments DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
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
0.1 * 2587426.01 / 60 * 25 *1.15
$123,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 59.15 / 15 * 25 $28,629
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 226922.42 / 60 * 25 $9,455
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $123,981 + $28,629 +$9,455
$162,065
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-625-030
Original Current
WOODBURY Municipality WOODBURY
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
ALONG RAMSEY-WASHINGTONCOUNTY LINE
Termini ALONG RAMSEY-WASHINGTONCOUNTY LINE
9400 Present AADT 9400
2017 Year of Count 2017
1.3 Projection Factor 1.3
12220 Projected Traffic 12220
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2008 Latest Year SA funds 2008
3 Number of Signal Legs 3
No Special Message Special Message Code No Special Message
DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
Comments DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
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
0.5 * 3381036.31 / 60 * 25 *1.15
$810,040
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 3696 * 59.15 / 15 * 25 $182,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 633010.47 / 60 * 25 $131,877
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $810,040 +$182,182 + $131,877
$1,229,568
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-625-050
Original Current
WOODBURY Municipality WOODBURY
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
CSAH 16 TO WOODBINE AVE Termini CSAH 16 TO WOODBINE AVE
10900 Present AADT 10900
2017 Year of Count 2017
1.3 Projection Factor 1.3
14170 Projected Traffic 14170
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2008 Latest Year SA funds 2008
3 Number of Signal Legs 3
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
TH 120 TURNBACK FROM CSAH16 TO WOODBINE AVE OR 1.20MILES SPLIT 50/50 BETWEENRAMSEY AND WASHINGTONCOUNTY
DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
Comments TH 120 TURNBACK FROM CSAH16 TO WOODBINE AVE OR 1.20MILES SPLIT 50/50 BETWEENRAMSEY AND WASHINGTONCOUNTY
DONE AS PART OF 82 625-02 CTB.MPK 4/24/09
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
0.6 * 3381036.31 / 60 * 25 *1.15
$972,048
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 3696 * 59.15 / 15 * 25 $218,618
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 633010.47 / 60 * 25 $158,253
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $972,048 +$218,618 + $158,253
$1,454,388
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WASHINGTON Segment Nbr : 082-626-020
Original Current
OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS
0.52 Segment Length 0.52
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
OSGOOD AVE N TO BEACH ROAD Termini OSGOOD AVE N TO BEACH ROAD
650 Present AADT 650
2017 Year of Count 2017
1.3 Projection Factor 1.3
845 Projected Traffic 845
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 082-626-003 realignment atOsgood
Comments 2016 082-626-003 realignment atOsgood
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
0.52 * 2587426.01 / 60 * 25* 1.15
$644,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.52 * 2904 * 59.15 / 15 * 25 $148,869
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.52 * 226922.42 / 60 * 25 $49,167
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $644,700 + $148,869+ $49,167
$842,736
Thursday, January 23, 2020 08:11 AM CST page 311