SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S...
Transcript of SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S...
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
2013 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 * 2158029 / 60 * 25 *1.1
$365,966
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 3564 * 58.68 / 20 * 25 $96,725
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 128139.18 / 60 * 25 $19,755
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $365,966 + $96,725 +$19,755
$482,446
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
2013 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 * 2601112.92 / 60 * 25 *1.15
$249,273
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 58.68 / 15 * 25 $56,802
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 435721.45 / 60 * 25 $36,310
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $249,273 + $56,802 +$36,310
$342,385
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
2013 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 * 2601112.92 / 60 * 25* 1.15
$49,855
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 58.68 / 15 * 25 $11,360
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 435721.45 / 60 * 25 $7,262
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $49,855 +$11,360 + $7,262
$103,633
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
20100 Present AADT 17600
2013 Year of Count 2017
1.3 Projection Factor 1.3
26130 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 * 4636497.97 / 60 * 25 *1.15
$222,166
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 4488 * 58.68 / 15 * 25 $43,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 785245.45 / 60 * 25 $32,719
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $222,166 +$43,893 + $32,719
$369,091
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
20100 Present AADT 17600
2013 Year of Count 2017
1.3 Projection Factor 1.3
26130 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 * 4636497.97 / 60 * 25* 1.15
$244,382
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 4488 * 58.68 / 15 * 25 $48,282
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 785245.45 / 60 * 25 $35,990
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $244,382 +$48,282 + $35,990
$398,967
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
20100 Present AADT 17600
2013 Year of Count 2017
1.3 Projection Factor 1.3
26130 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 * 4636497.97 / 60 * 25* 1.15
$177,732
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 4488 * 58.68 / 15 * 25 $35,114
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 785245.45 / 60 * 25 $26,175
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $177,732 +$35,114 + $26,175
$309,334
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
23000 Present AADT 22800
2013 Year of Count 2017
1.3 Projection Factor 1.3
29900 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 * 4636497.97 / 60 * 25* 1.15
$333,248
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 58.68 / 15 * 25 $65,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 785245.45 / 60 * 25 $49,078
Interchange Override Override non-preservationcosts if greater
(827344 / 60 * 25) > 452639= false
$0
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Interchange Override
$70,313 + $333,248 +$65,839 + $49,078 + $0
$518,478
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
23000 Present AADT 22800
2013 Year of Count 2017
1.3 Projection Factor 1.3
29900 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 * 4636497.97 / 60 * 25* 1.15
$333,248
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 58.68 / 15 * 25 $65,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 785245.45 / 60 * 25 $49,078
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $333,248 +$65,839 + $49,078
$483,321
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
23000 Present AADT 22800
2013 Year of Count 2017
1.3 Projection Factor 1.3
29900 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 * 4636497.97 / 60 * 25* 1.15
$1,244,127
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.56 * 4488 * 58.68 / 15 * 25 $245,799
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.56 * 785245.45 / 60 * 25 $183,224
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,244,127 +$245,799 + $183,224
$1,884,088
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
15400 Present AADT 14600
2013 Year of Count 2017
1.3 Projection Factor 1.3
20020 Projected Traffic 18980
URBAN Design Type URBAN
7 - URBAN : 20000 - 34999 Design Group 7 ( 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 * 3394812.63 / 60 * 25 *1.15
$162,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 58.68 / 15 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 443804.26 / 60 * 25 $18,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,668 + $36,147 +$18,492
$217,307
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
860 Present AADT 900
2013 Year of Count 2017
1.3 Projection Factor 1.3
1118 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 * 615377.41 / 60 * 25 *1.1
$1,035,116
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.67 * 2112 * 58.68 / 20 * 25 $568,539
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.67 * 30700.57 / 60 * 25 $46,946
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 + $1,035,116 + $568,539+ $46,946 + $1,500 +$54,000
$1,706,101
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
2150 Present AADT 2450
2013 Year of Count 2017
1.3 Projection Factor 1.3
2795 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 * 1152432.8 / 60 * 25 *1.1
$565,172
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.07 * 2376 * 58.68 / 20 * 25 $186,479
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.07 * 119425.3 / 60 * 25 $53,244
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $565,172 + $186,479+ $53,244
$804,895
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
2600 Present AADT 2450
2013 Year of Count 2017
1.3 Projection Factor 1.3
3380 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 * 1152432.8 / 60 * 25 *1.1
$1,769,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.35 * 2376 * 58.68 / 20 * 25 $583,837
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.35 * 119425.3 / 60 * 25 $166,698
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,769,465 + $583,837+ $166,698
$2,520,000
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
2700 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 2601112.92 / 60 * 25 *1.15
$249,273
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 58.68 / 15 * 25 $56,802
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 435721.45 / 60 * 25 $36,310
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $249,273 + $56,802 +$36,310
$342,385
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
3100 Present AADT 3050
2013 Year of Count 2017
1.3 Projection Factor 1.3
4030 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 * 2601112.92 / 60 * 25* 1.15
$523,474
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 2904 * 58.68 / 15 * 25 $119,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 435721.45 / 60 * 25 $76,251
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $523,474 + $119,285+ $76,251
$719,010
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
3100 Present AADT 3050
2013 Year of Count 2017
1.3 Projection Factor 1.3
4030 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 * 1152432.8 / 60 * 25 *1.1
$227,125
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.43 * 2376 * 58.68 / 20 * 25 $74,940
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.43 * 119425.3 / 60 * 25 $21,397
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $227,125 + $74,940 +$21,397
$323,462
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
2013 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 * 1152432.8 / 60 * 25 *1.1
$1,082,807
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.05 * 2376 * 58.68 / 20 * 25 $357,273
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.05 * 119425.3 / 60 * 25 $102,009
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,082,807 + $357,273+ $102,009
$1,542,089
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
2013 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 * 1152432.8 / 60 * 25 *1.1
$158,460
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 119425.3 / 60 * 25 $14,928
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $158,460 + $52,284 +$14,928
$225,672
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
4100 Present AADT 4400
2013 Year of Count 2017
1.3 Projection Factor 1.3
5330 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 * 1152432.8 / 60 * 25 *1.1
$1,235,984
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.34 * 2376 * 58.68 / 20 * 25 $407,814
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.34 * 119425.3 / 60 * 25 $116,440
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
96 * 99.99986017 * 15.75 /100 * 25 * 1.15
$43,470
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,235,984 + $407,814+ $116,440 + $43,470
$1,803,708
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
2850 Present AADT 3100
2013 Year of Count 2017
1.3 Projection Factor 1.3
3705 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 * 1152432.8 / 60 * 25 *1.1
$971,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.84 * 2376 * 58.68 / 20 * 25 $320,674
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.84 * 119425.3 / 60 * 25 $91,559
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $971,885 + $320,674+ $91,559
$1,384,118
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
2850 Present AADT 3100
2013 Year of Count 2017
1.3 Projection Factor 1.3
3705 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 * 1152432.8 / 60 * 25 *1.1
$369,739
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 58.68 / 20 * 25 $121,996
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 119425.3 / 60 * 25 $34,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $369,739 + $121,996+ $34,832
$526,567
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
2350 Present AADT 2700
2013 Year of Count 2017
1.3 Projection Factor 1.3
3055 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 * 1152432.8 / 60 * 25 *1.1
$686,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 58.68 / 20 * 25 $226,563
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 119425.3 / 60 * 25 $64,689
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $686,658 + $226,563+ $64,689
$977,910
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
2350 Present AADT 2700
2013 Year of Count 2017
1.3 Projection Factor 1.3
3055 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 * 1152432.8 / 60 * 25 * 1.1 $528,198
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 58.68 / 20 * 25 $174,280
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 119425.3 / 60 * 25 $49,761
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $528,198 + $174,280+ $49,761
$752,239
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
2350 Present AADT 2700
2013 Year of Count 2017
1.3 Projection Factor 1.3
3055 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 * 1152432.8 / 60 * 25 *1.1
$211,279
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 58.68 / 20 * 25 $69,712
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 119425.3 / 60 * 25 $19,904
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,279 + $69,712 +$19,904
$300,895
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
810 Present AADT 920
2013 Year of Count 2017
1.3 Projection Factor 1.3
1053 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 * 615377.41 / 60 * 25 *1.1
$169,229
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 58.68 / 20 * 25 $92,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 30700.57 / 60 * 25 $7,675
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $169,229 + $92,949 +$7,675
$269,853
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
810 Present AADT 920
2013 Year of Count 2017
1.3 Projection Factor 1.3
1053 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 * 615377.41 / 60 * 25 *1.1
$479,482
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 58.68 / 20 * 25 $263,356
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 30700.57 / 60 * 25 $21,746
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $479,482 + $263,356+ $21,746
$764,584
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
500 Present AADT 460
2013 Year of Count 2017
1.3 Projection Factor 1.3
650 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 * 615377.41 / 60 * 25 *1.1
$90,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2112 * 58.68 / 20 * 25 $49,573
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 30700.57 / 60 * 25 $4,093
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $90,255 + $49,573 +$4,093
$143,921
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
500 Present AADT 460
2013 Year of Count 2017
1.3 Projection Factor 1.3
650 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 * 615377.41 / 60 * 25 *1.1
$296,150
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.05 * 2112 * 58.68 / 20 * 25 $162,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.05 * 30700.57 / 60 * 25 $13,431
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $296,150 + $162,661+ $13,431
$472,242
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
1050 Present AADT 950
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 615377.41 / 60 * 25 *1.1
$70,512
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 58.68 / 20 * 25 $38,729
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 30700.57 / 60 * 25 $3,198
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,512 + $38,729 +$3,198
$112,439
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
1050 Present AADT 950
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 2601112.92 / 60 * 25* 1.15
$87,246
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 58.68 / 15 * 25 $19,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 435721.45 / 60 * 25 $12,709
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $87,246 + $19,881 +$12,709
$119,836
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
1050 Present AADT 950
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 615377.41 / 60 * 25 *1.1
$59,230
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2112 * 58.68 / 20 * 25 $32,532
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 30700.57 / 60 * 25 $2,686
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,230 + $32,532 +$2,686
$94,448
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
2013 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 * 4636497.97 / 60 * 25* 1.15
$1,710,675
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.77 * 4488 * 58.68 / 15 * 25 $337,973
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.77 * 785245.45 / 60 * 25 $251,933
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $1,710,675 +$337,973 + $251,933
$2,476,362
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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
15200 Present AADT 15500
2013 Year of Count 2017
1.3 Projection Factor 1.3
19760 Projected Traffic 20150
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 20000 - 34999 )
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
0.41 * 4636497.97 / 60 * 25* 1.15
$910,879
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.41 * 4488 * 58.68 / 15 * 25 $179,960
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.41 * 785245.45 / 60 * 25 $134,146
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $910,879 +$179,960 + $134,146
$1,295,298
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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
8600 Present AADT 8900
2013 Year of Count 2017
1.3 Projection Factor 1.3
11180 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
0.38 * 3394812.63 / 60 * 25* 1.15
$618,139
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 3696 * 58.68 / 15 * 25 $137,358
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 443804.26 / 60 * 25 $70,269
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $618,139 + $137,358+ $70,269
$825,766
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
8600 Present AADT 8900
2013 Year of Count 2017
1.3 Projection Factor 1.3
11180 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 * 3394812.63 / 60 * 25* 1.15
$585,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 3696 * 58.68 / 15 * 25 $130,129
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 443804.26 / 60 * 25 $66,571
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $585,605 + $130,129+ $66,571
$782,305
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
7600 Present AADT 7500
2013 Year of Count 2017
1.3 Projection Factor 1.3
9880 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 * 2601112.92 / 60 * 25* 1.15
$149,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 58.68 / 15 * 25 $34,081
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 435721.45 / 60 * 25 $21,786
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $149,564 + $34,081 +$21,786
$205,431
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$1,089,876
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.67 * 3696 * 58.68 / 15 * 25 $242,184
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.67 * 443804.26 / 60 * 25 $123,895
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,089,876 + $242,184+ $123,895
$1,455,955
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
6800 Present AADT 6900
2013 Year of Count 2017
1.3 Projection Factor 1.3
8840 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 * 2601112.92 / 60 * 25 *1.15
$249,273
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 58.68 / 15 * 25 $56,802
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 435721.45 / 60 * 25 $36,310
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $249,273 + $56,802 +$36,310
$342,385
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
5700 Present AADT 5800
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 *1.1
$59,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 3564 * 58.68 / 20 * 25 $15,685
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 128139.18 / 60 * 25 $3,203
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,346 + $15,685 +$3,203
$78,234
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
5700 Present AADT 5800
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,819 + $52,284 +$10,678
$260,781
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
5700 Present AADT 5800
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 *1.1
$346,184
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 3564 * 58.68 / 20 * 25 $91,497
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 128139.18 / 60 * 25 $18,687
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $346,184 + $91,497 +$18,687
$456,368
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
5700 Present AADT 5400
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,910 + $26,142 +$5,339
$130,391
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
5800 Present AADT 5400
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2601112.92 / 60 * 25 *1.15
$124,637
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 58.68 / 15 * 25 $28,401
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 435721.45 / 60 * 25 $18,155
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
199 * 37.5 * 146 / 80 * 25 *1.15
$391,548
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $124,637 + $28,401 +$18,155 + $391,548
$562,741
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
3300 Present AADT 3450
2013 Year of Count 2017
1.3 Projection Factor 1.3
4290 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 * 1152432.8 / 60 * 25 * 1.1 $1,056,397
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2376 * 58.68 / 20 * 25 $348,559
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 119425.3 / 60 * 25 $99,521
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,056,397 + $348,559+ $99,521
$1,504,477
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
4950 Present AADT 5300
2013 Year of Count 2017
1.3 Projection Factor 1.3
6435 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 * 2601112.92 / 60 * 25* 1.15
$1,857,086
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.49 * 2904 * 58.68 / 15 * 25 $423,177
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.49 * 435721.45 / 60 * 25 $270,510
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,857,086 +$423,177 + $270,510
$2,585,929
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
4950 Present AADT 5300
2013 Year of Count 2017
1.3 Projection Factor 1.3
6435 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 * 2601112.92 / 60 * 25* 1.15
$486,083
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 2904 * 58.68 / 15 * 25 $110,764
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 435721.45 / 60 * 25 $70,805
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $486,083 + $110,764+ $70,805
$667,652
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
4950 Present AADT 5300
2013 Year of Count 2017
1.3 Projection Factor 1.3
6435 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 * 2601112.92 / 60 * 25* 1.15
$560,865
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.45 * 2904 * 58.68 / 15 * 25 $127,805
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.45 * 435721.45 / 60 * 25 $81,698
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $560,865 + $127,805+ $81,698
$770,368
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
5450 Present AADT 5500
2013 Year of Count 2017
1.3 Projection Factor 1.3
7085 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 * 2158029 / 60 * 25 * 1.1 $494,548
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 3564 * 58.68 / 20 * 25 $130,710
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 128139.18 / 60 * 25 $26,696
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $494,548 + $130,710+ $26,696
$651,954
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
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
4650 Present AADT 4500
2013 Year of Count 2017
1.3 Projection Factor 1.3
6045 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
Bridge Information Status: Deleted
Original Current
4869 Structure Number 4869
3.44 Milepoint 3.44
1931 Year Built 1931
Feature Crossed
Type of Service
Number of Spans
62 Bridge Length 62
0 Bridge Width 0
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
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 * 1152432.8 / 60 * 25 *1.1
$369,739
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 58.68 / 20 * 25 $121,996
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 119425.3 / 60 * 25 $34,832
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
154 * 98.99989386 * 15.75 /100 * 25 * 1.15
$69,036
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $369,739 + $121,996+ $34,832 + $69,036
$595,603
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
2100 Present AADT 2550
2013 Year of Count 2017
1.3 Projection Factor 1.3
2730 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 * 1152432.8 / 60 * 25 *1.1
$776,452
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.47 * 2376 * 58.68 / 20 * 25 $256,191
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.47 * 119425.3 / 60 * 25 $73,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $776,452 + $256,191+ $73,148
$1,105,791
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
1900 Present AADT 1800
2013 Year of Count 2017
1.3 Projection Factor 1.3
2470 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 * 1152432.8 / 60 * 25 *1.1
$533,480
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 2376 * 58.68 / 20 * 25 $176,022
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 119425.3 / 60 * 25 $50,258
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $533,480 + $176,022+ $50,258
$759,760
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
1200 Present AADT 1350
2013 Year of Count 2017
1.3 Projection Factor 1.3
1560 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 * 1152432.8 / 60 * 25 *1.1
$823,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.56 * 2376 * 58.68 / 20 * 25 $271,876
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.56 * 119425.3 / 60 * 25 $77,626
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $823,989 + $271,876+ $77,626
$1,173,491
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
2013 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 * 1152432.8 / 60 * 25 *1.1
$253,535
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 2376 * 58.68 / 20 * 25 $83,654
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 119425.3 / 60 * 25 $23,885
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $253,535 + $83,654 +$23,885
$361,074
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
2400 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
3120 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 * 1152432.8 / 60 * 25 *1.1
$126,768
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2376 * 58.68 / 20 * 25 $41,827
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 119425.3 / 60 * 25 $11,943
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $126,768 + $41,827 +$11,943
$180,538
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
2000 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
2600 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 * 1152432.8 / 60 * 25 *1.1
$264,099
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 58.68 / 20 * 25 $87,140
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 119425.3 / 60 * 25 $24,880
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 + $264,099 + $87,140 +$24,880 + $275,000 +$108,000
$759,119
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
2000 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
2600 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 * 1152432.8 / 60 * 25 *1.1
$52,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 58.68 / 20 * 25 $17,428
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 119425.3 / 60 * 25 $4,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,820 + $17,428 +$4,976
$75,224
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
2000 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
2600 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 * 1152432.8 / 60 * 25 *1.1
$264,099
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 58.68 / 20 * 25 $87,140
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 119425.3 / 60 * 25 $24,880
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $264,099 + $87,140 +$24,880
$376,119
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
1600 Present AADT 1650
2013 Year of Count 2017
1.3 Projection Factor 1.3
2080 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 * 1152432.8 / 60 * 25 *1.1
$950,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2376 * 58.68 / 20 * 25 $313,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 119425.3 / 60 * 25 $89,569
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $950,757 + $313,703+ $89,569
$1,354,029
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
2300 Present AADT 2150
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 1152432.8 / 60 * 25 *1.1
$1,214,856
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2376 * 58.68 / 20 * 25 $400,843
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 119425.3 / 60 * 25 $114,449
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,214,856 + $400,843+ $114,449
$1,730,148
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
1050 Present AADT 940
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 2601112.92 / 60 * 25 *1.15
$373,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 58.68 / 15 * 25 $85,203
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 435721.45 / 60 * 25 $54,465
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $373,910 + $85,203 +$54,465
$513,578
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
800 Present AADT 760
2013 Year of Count 2017
1.3 Projection Factor 1.3
1040 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 * 615377.41 / 60 * 25 *1.1
$141,024
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 58.68 / 20 * 25 $77,458
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 30700.57 / 60 * 25 $6,396
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $141,024 + $77,458 +$6,396
$224,878
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
485 Present AADT 455
2013 Year of Count 2017
1.3 Projection Factor 1.3
631 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 * 615377.41 / 60 * 25 *1.1
$451,277
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 58.68 / 20 * 25 $247,864
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 30700.57 / 60 * 25 $20,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $451,277 + $247,864+ $20,467
$719,608
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
410 Present AADT 360
2013 Year of Count 2017
1.3 Projection Factor 1.3
533 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 * 615377.41 / 60 * 25 *1.1
$45,128
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2112 * 58.68 / 20 * 25 $24,786
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 30700.57 / 60 * 25 $2,047
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $45,128 + $24,786 +$2,047
$71,961
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
410 Present AADT 360
2013 Year of Count 2017
1.3 Projection Factor 1.3
533 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 * 615377.41 / 60 * 25 *1.1
$95,896
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2112 * 58.68 / 20 * 25 $52,671
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 30700.57 / 60 * 25 $4,349
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,896 + $52,671 +$4,349
$152,916
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
410 Present AADT 360
2013 Year of Count 2017
1.3 Projection Factor 1.3
533 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 * 615377.41 / 60 * 25 *1.1
$90,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2112 * 58.68 / 20 * 25 $49,573
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 30700.57 / 60 * 25 $4,093
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $90,255 + $49,573 +$4,093
$143,921
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
410 Present AADT 360
2013 Year of Count 2017
1.3 Projection Factor 1.3
533 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 * 615377.41 / 60 * 25 *1.1
$56,410
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 58.68 / 20 * 25 $30,983
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 30700.57 / 60 * 25 $2,558
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,410 + $30,983 +$2,558
$89,951
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
410 Present AADT 360
2013 Year of Count 2017
1.3 Projection Factor 1.3
533 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 * 615377.41 / 60 * 25 *1.1
$143,844
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2112 * 58.68 / 20 * 25 $79,007
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 30700.57 / 60 * 25 $6,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $143,844 + $79,007 +$6,524
$229,375
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
15000 Present AADT 16000
2013 Year of Count 2017
1.3 Projection Factor 1.3
19500 Projected Traffic 20800
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 4636497.97 / 60 * 25 *1.15
$3,110,317
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 4488 * 58.68 / 15 * 25 $614,497
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 785245.45 / 60 * 25 $458,060
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $3,110,317 +$614,497 + $458,060
$4,288,343
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
3900 Present AADT 4100
2013 Year of Count 2017
1.3 Projection Factor 1.3
5070 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 * 2601112.92 / 60 * 25* 1.15
$1,134,194
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.91 * 2904 * 58.68 / 15 * 25 $258,450
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.91 * 435721.45 / 60 * 25 $165,211
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,134,194 +$258,450 + $165,211
$1,593,011
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
1800 Present AADT 1900
2013 Year of Count 2017
1.3 Projection Factor 1.3
2340 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 * 1152432.8 / 60 * 25 *1.1
$2,662,120
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.04 * 2376 * 58.68 / 20 * 25 $878,369
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.04 * 119425.3 / 60 * 25 $250,793
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,662,120 + $878,369+ $250,793
$3,791,282
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.
4300 Present AADT 4450
2013 Year of Count 2017
1.3 Projection Factor 1.3
5590 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 * 1152432.8 / 60 * 25 *1.1
$52,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 58.68 / 20 * 25 $17,428
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 119425.3 / 60 * 25 $4,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,820 + $17,428 +$4,976
$75,224
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
4300 Present AADT 4450
2013 Year of Count 2017
1.3 Projection Factor 1.3
5590 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 * 1152432.8 / 60 * 25 *1.1
$897,937
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2376 * 58.68 / 20 * 25 $296,275
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 119425.3 / 60 * 25 $84,593
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $897,937 + $296,275+ $84,593
$1,278,805
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
3650 Present AADT 2000
2013 Year of Count 2017
1.3 Projection Factor 1.3
4745 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 * 1152432.8 / 60 * 25 *1.1
$845,117
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 58.68 / 20 * 25 $278,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 119425.3 / 60 * 25 $79,617
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,117 + $278,847+ $79,617
$1,203,581
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
980 Present AADT 1100
2013 Year of Count 2017
1.3 Projection Factor 1.3
1274 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 * 615377.41 / 60 * 25 * 1.1 $564,096
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 58.68 / 20 * 25 $309,830
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 30700.57 / 60 * 25 $25,584
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $564,096 + $309,830+ $25,584
$899,510
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
750 Present AADT 900
2013 Year of Count 2017
1.3 Projection Factor 1.3
975 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 * 615377.41 / 60 * 25 *1.1
$84,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 58.68 / 20 * 25 $46,475
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 30700.57 / 60 * 25 $3,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,614 + $46,475 +$3,838
$134,927
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
1050 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 615377.41 / 60 * 25 *1.1
$28,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 58.68 / 20 * 25 $15,492
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 30700.57 / 60 * 25 $1,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,205 + $15,492 +$1,279
$44,976
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
1050 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1365 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 * 615377.41 / 60 * 25 *1.1
$70,512
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 58.68 / 20 * 25 $38,729
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 30700.57 / 60 * 25 $3,198
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 + $70,512 + $38,729 +$3,198 + $325,000 +$43,200
$480,639
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$1,268,811
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 3696 * 58.68 / 15 * 25 $281,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 443804.26 / 60 * 25 $144,236
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $1,268,811 +$281,946 + $144,236
$1,870,774
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$113,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 58.68 / 15 * 25 $25,303
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 443804.26 / 60 * 25 $12,944
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,868 + $25,303 +$12,944
$152,115
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
2013 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 * 4636497.97 / 60 * 25 *1.15
$444,331
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 4488 * 58.68 / 15 * 25 $87,785
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 785245.45 / 60 * 25 $65,437
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $444,331 +$87,785 + $65,437
$667,866
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
2013 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 * 4636497.97 / 60 * 25* 1.15
$466,548
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 4488 * 58.68 / 15 * 25 $92,175
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 785245.45 / 60 * 25 $68,709
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $466,548 +$92,175 + $68,709
$768,057
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
2013 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 * 4636497.97 / 60 * 25* 1.15
$333,248
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 4488 * 58.68 / 15 * 25 $65,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 785245.45 / 60 * 25 $49,078
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $333,248 +$65,839 + $49,078
$483,321
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
2013 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 * 4636497.97 / 60 * 25* 1.15
$1,177,477
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.53 * 4488 * 58.68 / 15 * 25 $232,631
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.53 * 785245.45 / 60 * 25 $173,408
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $1,177,477 +$232,631 + $173,408
$1,759,297
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
9900 Present AADT 10100
2013 Year of Count 2017
1.3 Projection Factor 1.3
12870 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 * 2158029 / 60 * 25 * 1.1 $296,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 58.68 / 20 * 25 $78,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 128139.18 / 60 * 25 $16,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $296,729 +$78,426 + $16,017
$461,485
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
9900 Present AADT 10100
2013 Year of Count 2017
1.3 Projection Factor 1.3
12870 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 * 2158029 / 60 * 25 * 1.1 $593,458
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 3564 * 58.68 / 20 * 25 $156,852
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 128139.18 / 60 * 25 $32,035
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $593,458 + $156,852+ $32,035
$782,345
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
8000 Present AADT 8700
2013 Year of Count 2017
1.3 Projection Factor 1.3
10400 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 * 2158029 / 60 * 25 *1.1
$2,443,069
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.47 * 3564 * 58.68 / 20 * 25 $645,706
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.47 * 128139.18 / 60 * 25 $131,877
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,443,069 + $645,706+ $131,877
$3,220,652
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
4000 Present AADT 4350
2013 Year of Count 2017
1.3 Projection Factor 1.3
5200 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 * 1152432.8 / 60 * 25 *1.1
$369,739
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 58.68 / 20 * 25 $121,996
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 119425.3 / 60 * 25 $34,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $369,739 +$121,996 + $34,832
$561,723
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
5450 Present AADT 5700
2013 Year of Count 2017
1.3 Projection Factor 1.3
7085 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 * 2158029 / 60 * 25 * 1.1 $3,264,019
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 3564 * 58.68 / 20 * 25 $862,684
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 128139.18 / 60 * 25 $176,191
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
79 * 65.99992924 * 15.75 /100 * 25 * 1.15
$23,610
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$35,156 + $3,264,019 +$862,684 + $176,191 +$23,610
$4,361,660
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
900 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1170 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 * 615377.41 / 60 * 25 *1.1
$28,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 58.68 / 20 * 25 $15,492
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 30700.57 / 60 * 25 $1,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,205 + $15,492 +$1,279
$44,976
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
1000 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1300 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 * 615377.41 / 60 * 25 *1.1
$112,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 58.68 / 20 * 25 $61,966
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 30700.57 / 60 * 25 $5,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $112,819 + $61,966 +$5,117
$179,902
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
1000 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1300 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 * 615377.41 / 60 * 25 *1.1
$84,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 58.68 / 20 * 25 $46,475
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 30700.57 / 60 * 25 $3,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,614 + $46,475 +$3,838
$134,927
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
1250 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1625 Projected Traffic 1495
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( 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 * 615377.41 / 60 * 25 *1.1
$366,662
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 58.68 / 20 * 25 $201,390
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 30700.57 / 60 * 25 $16,629
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $366,662 + $201,390+ $16,629
$584,681
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
1250 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1625 Projected Traffic 1495
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( 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 * 615377.41 / 60 * 25 *1.1
$394,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 58.68 / 20 * 25 $216,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 30700.57 / 60 * 25 $17,909
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,867 + $216,881+ $17,909
$629,657
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
325 Present AADT 480
2013 Year of Count 2017
1.3 Projection Factor 1.3
423 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 * 615377.41 / 60 * 25 *1.1
$423,072
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 58.68 / 20 * 25 $232,373
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 30700.57 / 60 * 25 $19,188
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 + $423,072 + $232,373+ $19,188 + $275,000 +$43,200
$992,833
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.
8900 Present AADT 8400
2013 Year of Count 2017
1.3 Projection Factor 1.3
11570 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 * 3394812.63 / 60 * 25 *1.15
$162,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 58.68 / 15 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 443804.26 / 60 * 25 $18,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,668 + $36,147 +$18,492
$217,307
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.
8900 Present AADT 8400
2013 Year of Count 2017
1.3 Projection Factor 1.3
11570 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 * 3394812.63 / 60 * 25* 1.15
$130,134
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 3696 * 58.68 / 15 * 25 $28,918
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 443804.26 / 60 * 25 $14,793
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $130,134 + $28,918 +$14,793
$173,845
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
8900 Present AADT 8400
2013 Year of Count 2017
1.3 Projection Factor 1.3
11570 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 * 3394812.63 / 60 * 25 *1.15
$325,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3696 * 58.68 / 15 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 443804.26 / 60 * 25 $36,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $325,336 + $72,294 +$36,984
$434,614
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
8900 Present AADT 8400
2013 Year of Count 2017
1.3 Projection Factor 1.3
11570 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 * 3394812.63 / 60 * 25* 1.15
$113,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 58.68 / 15 * 25 $25,303
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 443804.26 / 60 * 25 $12,944
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,868 + $25,303 +$12,944
$152,115
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
8900 Present AADT 9800
2013 Year of Count 2017
1.3 Projection Factor 1.3
11570 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 * 3394812.63 / 60 * 25* 1.15
$422,937
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 3696 * 58.68 / 15 * 25 $93,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 443804.26 / 60 * 25 $48,079
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $422,937 +$93,982 + $48,079
$635,311
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
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
9900 Present AADT 9800
2013 Year of Count 2017
1.3 Projection Factor 1.3
12870 Projected Traffic 12740
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 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 * 3394812.63 / 60 * 25* 1.15
$178,935
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 3696 * 58.68 / 15 * 25 $39,762
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 443804.26 / 60 * 25 $20,341
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $178,935 +$39,762 + $20,341
$274,194
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
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
9900 Present AADT 9800
2013 Year of Count 2017
1.3 Projection Factor 1.3
12870 Projected Traffic 12740
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 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $98,910 +$26,142 + $5,339
$165,547
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
9900 Present AADT 9800
2013 Year of Count 2017
1.3 Projection Factor 1.3
12870 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 * 2158029 / 60 * 25 * 1.1 $395,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 58.68 / 20 * 25 $104,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 128139.18 / 60 * 25 $21,357
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $395,639 + $104,568+ $21,357
$521,564
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
8100 Present AADT 9800
2013 Year of Count 2017
1.3 Projection Factor 1.3
10530 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 * 2158029 / 60 * 25 * 1.1 $3,264,019
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 3564 * 58.68 / 20 * 25 $862,684
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 128139.18 / 60 * 25 $176,191
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $3,264,019 +$862,684 + $176,191
$4,373,207
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
8100 Present AADT 7600
2013 Year of Count 2017
1.3 Projection Factor 1.3
10530 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $197,819 +$52,284 + $10,678
$295,937
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
6200 Present AADT 6100
2013 Year of Count 2017
1.3 Projection Factor 1.3
8060 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 * 2158029 / 60 * 25 *1.1
$1,819,938
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.84 * 3564 * 58.68 / 20 * 25 $481,012
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.84 * 128139.18 / 60 * 25 $98,240
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,819,938 +$481,012 + $98,240
$2,504,659
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
6500 Present AADT 6300
2013 Year of Count 2017
1.3 Projection Factor 1.3
8450 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 * 2601112.92 / 60 * 25* 1.15
$423,765
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2904 * 58.68 / 15 * 25 $96,564
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 435721.45 / 60 * 25 $61,727
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $423,765 + $96,564 +$61,727
$582,056
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.
6000 Present AADT 6800
2013 Year of Count 2017
1.3 Projection Factor 1.3
7800 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 * 2601112.92 / 60 * 25* 1.15
$311,592
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 58.68 / 15 * 25 $71,003
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 435721.45 / 60 * 25 $45,388
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $311,592 + $71,003 +$45,388
$427,983
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
2013 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 * 2601112.92 / 60 * 25 *1.15
$872,457
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 58.68 / 15 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 435721.45 / 60 * 25 $127,085
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $872,457 + $198,808+ $127,085
$1,198,350
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
2013 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 * 2601112.92 / 60 * 25* 1.15
$1,071,875
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.86 * 2904 * 58.68 / 15 * 25 $244,250
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.86 * 435721.45 / 60 * 25 $156,134
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,071,875 + $244,250+ $156,134
$1,472,259
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
8300 Present AADT 9900
2013 Year of Count 2017
1.3 Projection Factor 1.3
10790 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 * 2158029 / 60 * 25 *1.1
$1,177,025
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.19 * 3564 * 58.68 / 20 * 25 $311,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.19 * 128139.18 / 60 * 25 $63,536
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,177,025 +$311,089 + $63,536
$1,621,963
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.
9200 Present AADT 9100
2013 Year of Count 2017
1.3 Projection Factor 1.3
11960 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 * 3394812.63 / 60 * 25 *1.15
$1,464,013
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 3696 * 58.68 / 15 * 25 $325,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 443804.26 / 60 * 25 $166,427
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,464,013 +$325,322 + $166,427
$2,026,075
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
12200 Present AADT 13400
2013 Year of Count 2017
1.3 Projection Factor 1.3
15860 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 * 3394812.63 / 60 * 25 *1.15
$325,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3696 * 58.68 / 15 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 443804.26 / 60 * 25 $36,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $325,336 +$72,294 + $36,984
$504,927
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.
12200 Present AADT 13400
2013 Year of Count 2017
1.3 Projection Factor 1.3
15860 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 * 3394812.63 / 60 * 25* 1.15
$1,106,143
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.68 * 3696 * 58.68 / 15 * 25 $245,799
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.68 * 443804.26 / 60 * 25 $125,745
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,106,143 +$245,799 + $125,745
$1,512,843
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
19000 Present AADT 18000
2013 Year of Count 2017
1.3 Projection Factor 1.3
24700 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 * 2158029 / 60 * 25 *1.1
$375,857
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 3564 * 58.68 / 20 * 25 $99,339
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 128139.18 / 60 * 25 $20,289
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $375,857 +$99,339 + $20,289
$636,110
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.
24100 Present AADT 24600
2013 Year of Count 2017
1.3 Projection Factor 1.3
31330 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $197,819 +$52,284 + $10,678
$366,250
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
24100 Present AADT 24600
2013 Year of Count 2017
1.3 Projection Factor 1.3
31330 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 * 4636497.97 / 60 * 25* 1.15
$2,421,604
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.09 * 4488 * 58.68 / 15 * 25 $478,430
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.09 * 785245.45 / 60 * 25 $356,632
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $2,421,604 +$478,430 + $356,632
$3,467,604
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
36500 Present AADT 36000
2013 Year of Count 2017
1.3 Projection Factor 1.3
47450 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 * 4712551.56 / 60 * 25* 1
$1,394,130
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.71 * 6072 * 58.68 / 5 * 25 $1,264,883
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.71 * 204249.54 / 60 * 25 $60,424
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,394,130 +$1,264,883 + $60,424
$2,930,375
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
17300 Present AADT 19300
2013 Year of Count 2017
1.3 Projection Factor 1.3
22490 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 * 2158029 / 60 * 25 *1.1
$1,266,044
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.28 * 3564 * 58.68 / 20 * 25 $334,617
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.28 * 128139.18 / 60 * 25 $68,341
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $1,266,044 +$334,617 + $68,341
$1,879,940
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
8400 Present AADT 8000
2013 Year of Count 2017
1.3 Projection Factor 1.3
10920 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 * 2158029 / 60 * 25 *1.1
$722,041
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.73 * 3564 * 58.68 / 20 * 25 $190,836
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.73 * 128139.18 / 60 * 25 $38,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $722,041 + $190,836+ $38,976
$951,853
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
6800 Present AADT 7300
2013 Year of Count 2017
1.3 Projection Factor 1.3
8840 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 * 2601112.92 / 60 * 25 *1.15
$1,246,367
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2904 * 58.68 / 15 * 25 $284,011
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 435721.45 / 60 * 25 $181,551
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,246,367 + $284,011+ $181,551
$1,711,929
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
5200 Present AADT 5000
2013 Year of Count 2017
1.3 Projection Factor 1.3
6760 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 * 1152432.8 / 60 * 25 *1.1
$163,741
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2376 * 58.68 / 20 * 25 $54,027
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 119425.3 / 60 * 25 $15,426
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $163,741 + $54,027 +$15,426
$233,194
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
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
5200 Present AADT 5000
2013 Year of Count 2017
1.3 Projection Factor 1.3
6760 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: New
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 * 1152432.8 / 60 * 25 *1.1
$68,666
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2376 * 58.68 / 20 * 25 $22,656
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 119425.3 / 60 * 25 $6,469
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 + $68,666 +$22,656 + $6,469 +$325,000 + $75,600
$533,547
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
3650 Present AADT 3850
2013 Year of Count 2017
1.3 Projection Factor 1.3
4745 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 * 2601112.92 / 60 * 25* 1.15
$348,983
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2904 * 58.68 / 15 * 25 $79,523
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 435721.45 / 60 * 25 $50,834
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $348,983 +$79,523 + $50,834
$514,496
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
3650 Present AADT 3850
2013 Year of Count 2017
1.3 Projection Factor 1.3
4745 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 * 1152432.8 / 60 * 25 *1.1
$52,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 58.68 / 20 * 25 $17,428
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 119425.3 / 60 * 25 $4,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,820 + $17,428 +$4,976
$75,224
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
3650 Present AADT 3850
2013 Year of Count 2017
1.3 Projection Factor 1.3
4745 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 * 1152432.8 / 60 * 25 *1.1
$110,922
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2376 * 58.68 / 20 * 25 $36,599
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 119425.3 / 60 * 25 $10,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $110,922 + $36,599 +$10,450
$157,971
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
2700 Present AADT 2750
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 1152432.8 / 60 * 25 *1.1
$153,178
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2376 * 58.68 / 20 * 25 $50,541
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 119425.3 / 60 * 25 $14,431
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $153,178 + $50,541 +$14,431
$218,150
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
2700 Present AADT 2750
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 1152432.8 / 60 * 25 *1.1
$411,995
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 2376 * 58.68 / 20 * 25 $135,938
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 119425.3 / 60 * 25 $38,813
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $411,995 + $135,938+ $38,813
$586,746
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
16900 Present AADT 18300
0 Year of Count 2017
1.3 Projection Factor 1.3
21970 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 * 2158029 / 60 * 25 *1.1
$1,958,411
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.98 * 3564 * 58.68 / 20 * 25 $517,610
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.98 * 128139.18 / 60 * 25 $105,715
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$421,875 + $1,958,411 +$517,610 + $105,715
$3,003,611
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
11000 Present AADT 10500
0 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 2158029 / 60 * 25 *1.1
$998,988
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 3564 * 58.68 / 20 * 25 $264,034
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 128139.18 / 60 * 25 $53,925
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $998,988 +$264,034 + $53,925
$1,352,103
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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
12800 Present AADT 11600
0 Year of Count 2017
1.3 Projection Factor 1.3
16640 Projected Traffic 15080
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-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
5 * 56250 / 40 * 25 $175,781
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.18 * 2158029 / 60 * 25 *1.1
$3,145,327
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.18 * 3564 * 58.68 / 20 * 25 $831,314
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.18 * 128139.18 / 60 * 25 $169,784
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $3,145,327 +$831,314 + $169,784
$4,322,206
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
STILLWATER BLVD N TO CSAH 15 Termini STILLWATER BLVD N TO CSAH 15
12100 Present AADT 12800
2013 Year of Count 2017
1.3 Projection Factor 1.3
15730 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 * 2158029 / 60 * 25 *1.1
$207,710
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 3564 * 58.68 / 20 * 25 $54,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 128139.18 / 60 * 25 $11,212
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $207,710 +$54,898 + $11,212
$308,976
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO 0.18 MI E Termini CSAH 15 TO 0.18 MI E
3450 Present AADT 3850
2013 Year of Count 2017
1.3 Projection Factor 1.3
4485 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
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 * 1152432.8 / 60 * 25 *1.1
$105,640
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 58.68 / 20 * 25 $34,856
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 119425.3 / 60 * 25 $9,952
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,640 + $34,856 +$9,952
$150,448
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
3450 Present AADT 3850
2013 Year of Count 2017
1.3 Projection Factor 1.3
4485 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 * 1152432.8 / 60 * 25 *1.1
$950,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2376 * 58.68 / 20 * 25 $313,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 119425.3 / 60 * 25 $89,569
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 + $950,757 + $313,703+ $89,569 + $275,000 +$198,450
$1,827,479
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
4000 Present AADT 3650
2013 Year of Count 2017
1.3 Projection Factor 1.3
5200 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 * 1152432.8 / 60 * 25 *1.1
$369,739
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2376 * 58.68 / 20 * 25 $121,996
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 119425.3 / 60 * 25 $34,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $369,739 + $121,996+ $34,832
$526,567
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
4000 Present AADT 3650
2013 Year of Count 2017
1.3 Projection Factor 1.3
5200 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 * 1152432.8 / 60 * 25 *1.1
$158,460
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 119425.3 / 60 * 25 $14,928
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 + $158,460 + $52,284 +$14,928 + $275,000 +$76,950
$577,622
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
5800 Present AADT 5600
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,910 + $26,142 +$5,339
$130,391
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
5800 Present AADT 5600
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,819 + $52,284 +$10,678
$260,781
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
5800 Present AADT 5600
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,819 + $52,284 +$10,678
$260,781
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
2200 Present AADT 1950
2013 Year of Count 2017
1.3 Projection Factor 1.3
2860 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 * 1152432.8 / 60 * 25 *1.1
$47,538
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2376 * 58.68 / 20 * 25 $15,685
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 119425.3 / 60 * 25 $4,478
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $47,538 + $15,685 +$4,478
$67,701
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
2200 Present AADT 1950
2013 Year of Count 2017
1.3 Projection Factor 1.3
2860 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 * 2601112.92 / 60 * 25* 1.15
$74,782
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 58.68 / 15 * 25 $17,041
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 435721.45 / 60 * 25 $10,893
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $74,782 + $17,041 +$10,893
$102,716
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
2200 Present AADT 1950
2013 Year of Count 2017
1.3 Projection Factor 1.3
2860 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 * 2601112.92 / 60 * 25* 1.15
$274,201
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 2904 * 58.68 / 15 * 25 $62,482
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 435721.45 / 60 * 25 $39,941
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $274,201 + $62,482 +$39,941
$376,624
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
2200 Present AADT 1950
2013 Year of Count 2017
1.3 Projection Factor 1.3
2860 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 * 2601112.92 / 60 * 25* 1.15
$186,955
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 58.68 / 15 * 25 $42,602
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 435721.45 / 60 * 25 $27,233
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $186,955 + $42,602 +$27,233
$256,790
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
2200 Present AADT 1900
2013 Year of Count 2017
1.3 Projection Factor 1.3
2860 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 * 2601112.92 / 60 * 25* 1.15
$224,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2904 * 58.68 / 15 * 25 $51,122
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 435721.45 / 60 * 25 $32,679
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $224,346 + $51,122 +$32,679
$308,147
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
15000 Present AADT 16200
2013 Year of Count 2017
1.3 Projection Factor 1.3
19500 Projected Traffic 21060
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 4636497.97 / 60 * 25* 1.15
$266,599
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 4488 * 58.68 / 15 * 25 $52,671
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 785245.45 / 60 * 25 $39,262
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $266,599 +$52,671 + $39,262
$393,688
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
15000 Present AADT 16200
2013 Year of Count 2017
1.3 Projection Factor 1.3
19500 Projected Traffic 21060
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 4636497.97 / 60 * 25 *1.15
$1,777,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 4488 * 58.68 / 15 * 25 $351,141
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 785245.45 / 60 * 25 $261,748
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,777,324 +$351,141 + $261,748
$2,495,682
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
11300 Present AADT 11400
2013 Year of Count 2017
1.3 Projection Factor 1.3
14690 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 * 3394812.63 / 60 * 25 *1.15
$162,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 58.68 / 15 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 443804.26 / 60 * 25 $18,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $162,668 +$36,147 + $18,492
$252,463
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
11300 Present AADT 11400
2013 Year of Count 2017
1.3 Projection Factor 1.3
14690 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 * 2158029 / 60 * 25 * 1.1 $1,582,555
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 3564 * 58.68 / 20 * 25 $418,271
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 128139.18 / 60 * 25 $85,426
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,582,555 + $418,271+ $85,426
$2,086,252
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
11300 Present AADT 13900
2013 Year of Count 2017
1.3 Projection Factor 1.3
14690 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 * 2158029 / 60 * 25 *1.1
$1,107,788
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.12 * 3564 * 58.68 / 20 * 25 $292,790
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.12 * 128139.18 / 60 * 25 $59,798
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 + $1,107,788 + $292,790+ $59,798 + $275,000 +$64,800
$1,800,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
UNION PACIFIC RR TO CSAH 14 Termini UNION PACIFIC RR TO CSAH 14
13400 Present AADT 13900
2013 Year of Count 2017
1.3 Projection Factor 1.3
17420 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 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
0.33 * 2158029 / 60 * 25 *1.1
$326,402
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 58.68 / 20 * 25 $86,268
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 128139.18 / 60 * 25 $17,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $326,402 + $86,268 +$17,619
$430,289
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
22800 Present AADT 23300
0 Year of Count 2017
1.3 Projection Factor 1.3
29640 Projected Traffic 30290
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
0 Latest Year SA funds 2017
1 Number of Signal Legs 3
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
3 * 56250 / 40 * 25 $105,469
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.41 * 2158029 / 60 * 25 *1.1
$1,394,626
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.41 * 3564 * 58.68 / 20 * 25 $368,601
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.41 * 128139.18 / 60 * 25 $75,282
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,394,626 +$368,601 + $75,282
$1,943,978
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
22800 Present AADT 23300
0 Year of Count 2017
1.3 Projection Factor 1.3
29640 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 * 2158029 / 60 * 25 *1.1
$326,402
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 58.68 / 20 * 25 $86,268
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 128139.18 / 60 * 25 $17,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $326,402 +$86,268 + $17,619
$465,445
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
22800 Present AADT 23300
Year of Count 2017
1.3 Projection Factor 1.3
29640 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 * 4636497.97 / 60 * 25* 1.15
$866,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 4488 * 58.68 / 15 * 25 $171,181
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 785245.45 / 60 * 25 $127,602
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $866,446 +$171,181 + $127,602
$1,305,854
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
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25* 1.15
$1,688,458
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.76 * 4488 * 58.68 / 15 * 25 $333,584
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.76 * 785245.45 / 60 * 25 $248,661
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,688,458 +$333,584 + $248,661
$2,305,859
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
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25* 1.15
$355,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 4488 * 58.68 / 15 * 25 $70,228
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 785245.45 / 60 * 25 $52,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $355,465 + $70,228 +$52,350
$478,043
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
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25* 1.15
$355,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 4488 * 58.68 / 15 * 25 $70,228
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 785245.45 / 60 * 25 $52,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $355,465 +$70,228 + $52,350
$548,356
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)
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25* 1.15
$311,032
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 4488 * 58.68 / 15 * 25 $61,450
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 785245.45 / 60 * 25 $45,806
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $311,032 + $61,450 +$45,806
$418,288
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
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25* 1.15
$311,032
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 4488 * 58.68 / 15 * 25 $61,450
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 785245.45 / 60 * 25 $45,806
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $311,032 +$61,450 + $45,806
$488,601
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
15900 Present AADT 16800
2013 Year of Count 2017
1.3 Projection Factor 1.3
20670 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 * 4636497.97 / 60 * 25 *1.15
$444,331
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 4488 * 58.68 / 15 * 25 $87,785
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 785245.45 / 60 * 25 $65,437
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $444,331 +$87,785 + $65,437
$667,866
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
14100 Present AADT 15100
2013 Year of Count 2017
1.3 Projection Factor 1.3
18330 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 * 2158029 / 60 * 25 *1.1
$435,203
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3564 * 58.68 / 20 * 25 $115,025
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 128139.18 / 60 * 25 $23,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $435,203 +$115,025 + $23,492
$608,876
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
14100 Present AADT 15100
2013 Year of Count 2017
1.3 Projection Factor 1.3
18330 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 * 2158029 / 60 * 25 * 1.1 $791,277
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 3564 * 58.68 / 20 * 25 $209,136
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 128139.18 / 60 * 25 $42,713
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $791,277 +$209,136 + $42,713
$1,078,282
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
11100 Present AADT 12000
2013 Year of Count 2017
1.3 Projection Factor 1.3
14430 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,819 + $52,284 +$10,678
$260,781
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
7600 Present AADT 6800
2013 Year of Count 2017
1.3 Projection Factor 1.3
9880 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 * 2158029 / 60 * 25 * 1.1 $1,879,284
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 3564 * 58.68 / 20 * 25 $496,697
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 128139.18 / 60 * 25 $101,444
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,879,284 + $496,697+ $101,444
$2,477,425
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
2013 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,910 + $26,142 +$5,339
$130,391
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
2013 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 * 2158029 / 60 * 25 * 1.1 $1,186,916
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 3564 * 58.68 / 20 * 25 $313,703
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 128139.18 / 60 * 25 $64,070
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,186,916 + $313,703+ $64,070
$1,564,689
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
2013 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 * 2158029 / 60 * 25 * 1.1 $395,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 58.68 / 20 * 25 $104,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 128139.18 / 60 * 25 $21,357
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 + $395,639 + $104,568+ $21,357 + $275,000 +$86,400
$882,964
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
2013 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 * 2158029 / 60 * 25 * 1.1 $296,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 58.68 / 20 * 25 $78,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 128139.18 / 60 * 25 $16,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $296,729 + $78,426 +$16,017
$391,172
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
4700 Present AADT 4950
2013 Year of Count 2017
1.3 Projection Factor 1.3
6110 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 * 1152432.8 / 60 * 25 * 1.1 $1,584,595
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2376 * 58.68 / 20 * 25 $522,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 119425.3 / 60 * 25 $149,282
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 + $1,584,595 + $522,839+ $149,282 + $275,000 +$108,000
$2,639,716
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
4700 Present AADT 4950
2013 Year of Count 2017
1.3 Projection Factor 1.3
6110 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 * 1152432.8 / 60 * 25 *1.1
$845,117
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 58.68 / 20 * 25 $278,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 119425.3 / 60 * 25 $79,617
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,117 + $278,847+ $79,617
$1,203,581
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
3950 Present AADT 3800
2013 Year of Count 2017
1.3 Projection Factor 1.3
5135 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 * 1152432.8 / 60 * 25 * 1.1 $528,198
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 58.68 / 20 * 25 $174,280
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 119425.3 / 60 * 25 $49,761
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $528,198 + $174,280+ $49,761
$752,239
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
3950 Present AADT 3800
2013 Year of Count 2017
1.3 Projection Factor 1.3
5135 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 * 1152432.8 / 60 * 25 *1.1
$1,690,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2376 * 58.68 / 20 * 25 $557,695
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 119425.3 / 60 * 25 $159,234
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,690,235 + $557,695+ $159,234
$2,407,164
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
2300 Present AADT 2700
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 1152432.8 / 60 * 25 * 1.1 $1,584,595
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2376 * 58.68 / 20 * 25 $522,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 119425.3 / 60 * 25 $149,282
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,584,595 + $522,839+ $149,282
$2,256,716
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
11200 Present AADT 11500
2013 Year of Count 2017
1.3 Projection Factor 1.3
14560 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 * 3394812.63 / 60 * 25* 1.15
$894,675
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.55 * 3696 * 58.68 / 15 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.55 * 443804.26 / 60 * 25 $101,705
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $894,675 +$198,808 + $101,705
$1,230,344
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
34900 Present AADT 38500
2013 Year of Count 2017
1.3 Projection Factor 1.3
45370 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 * 2158029 / 60 * 25 *1.1
$306,620
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 3564 * 58.68 / 20 * 25 $81,040
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 128139.18 / 60 * 25 $16,551
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $306,620 +$81,040 + $16,551
$579,992
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
34900 Present AADT 26000
2013 Year of Count 2017
1.3 Projection Factor 1.3
45370 Projected Traffic 33800
URBAN Design Type URBAN
8 - URBAN : 35000 - 999991 Design Group 8 ( 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 * 4636497.97 / 60 * 25* 1.15
$1,532,942
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.69 * 4488 * 58.68 / 15 * 25 $302,859
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.69 * 785245.45 / 60 * 25 $225,758
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$281,250 + $1,532,942 +$302,859 + $225,758
$2,342,809
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
23400 Present AADT 24500
2013 Year of Count 2017
1.3 Projection Factor 1.3
30420 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 * 2158029 / 60 * 25 *1.1
$573,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 3564 * 58.68 / 20 * 25 $151,623
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 128139.18 / 60 * 25 $30,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $573,676 +$151,623 + $30,967
$826,579
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
23400 Present AADT 24500
2013 Year of Count 2017
1.3 Projection Factor 1.3
30420 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 * 2158029 / 60 * 25 * 1.1 $296,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 58.68 / 20 * 25 $78,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 128139.18 / 60 * 25 $16,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $296,729 +$78,426 + $16,017
$426,328
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
23600 Present AADT 24500
2013 Year of Count 2017
1.3 Projection Factor 1.3
30680 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 * 4636497.97 / 60 * 25 *1.15
$1,555,159
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 4488 * 58.68 / 15 * 25 $307,248
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 785245.45 / 60 * 25 $229,030
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $1,555,159 +$307,248 + $229,030
$2,232,062
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
19100 Present AADT 22100
2013 Year of Count 2017
1.3 Projection Factor 1.3
24830 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 * 4636497.97 / 60 * 25* 1.15
$2,155,006
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.97 * 4488 * 58.68 / 15 * 25 $425,759
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.97 * 785245.45 / 60 * 25 $317,370
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
165 * 108 * 15.75 / 100 * 25* 1.15
$80,691
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$175,781 + $2,155,006 +$425,759 + $317,370 +$80,691
$3,154,607
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
2013 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 * 1152432.8 / 60 * 25 * 1.1 $528,198
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 58.68 / 20 * 25 $174,280
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 119425.3 / 60 * 25 $49,761
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $528,198 + $174,280+ $49,761
$752,239
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
3500 Present AADT 3150
2013 Year of Count 2017
1.3 Projection Factor 1.3
4550 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 * 1152432.8 / 60 * 25 *1.1
$417,277
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.79 * 2376 * 58.68 / 20 * 25 $137,681
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.79 * 119425.3 / 60 * 25 $39,311
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $417,277 + $137,681+ $39,311
$594,269
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
3500 Present AADT 3150
2013 Year of Count 2017
1.3 Projection Factor 1.3
4550 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 * 2601112.92 / 60 * 25* 1.15
$236,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 58.68 / 15 * 25 $53,962
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 435721.45 / 60 * 25 $34,495
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,810 + $53,962 +$34,495
$325,267
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
4500 Present AADT 3250
2013 Year of Count 2017
1.3 Projection Factor 1.3
5850 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 * 2601112.92 / 60 * 25* 1.15
$635,647
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2904 * 58.68 / 15 * 25 $144,846
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 435721.45 / 60 * 25 $92,591
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $635,647 + $144,846+ $92,591
$873,084
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
4400 Present AADT 4150
2013 Year of Count 2017
1.3 Projection Factor 1.3
5720 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 * 2601112.92 / 60 * 25* 1.15
$324,055
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2904 * 58.68 / 15 * 25 $73,843
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 435721.45 / 60 * 25 $47,203
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 + $324,055 +$73,843 + $47,203 +$325,000 + $64,800
$870,057
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
4200 Present AADT 4600
2013 Year of Count 2017
1.3 Projection Factor 1.3
5460 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 * 1152432.8 / 60 * 25 *1.1
$58,102
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2376 * 58.68 / 20 * 25 $19,171
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 119425.3 / 60 * 25 $5,474
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $58,102 +$19,171 + $5,474
$117,903
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
4200 Present AADT 4600
2013 Year of Count 2017
1.3 Projection Factor 1.3
5460 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 * 1152432.8 / 60 * 25 *1.1
$1,209,574
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.29 * 2376 * 58.68 / 20 * 25 $399,100
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.29 * 119425.3 / 60 * 25 $113,952
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $1,209,574 +$399,100 + $113,952
$1,757,782
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
4700 Present AADT 4950
2013 Year of Count 2017
1.3 Projection Factor 1.3
6110 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 * 1152432.8 / 60 * 25 *1.1
$802,862
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.52 * 2376 * 58.68 / 20 * 25 $264,905
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.52 * 119425.3 / 60 * 25 $75,636
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $802,862 +$264,905 + $75,636
$1,213,716
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
8700 Present AADT 11200
2013 Year of Count 2017
1.3 Projection Factor 1.3
11310 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 * 3394812.63 / 60 * 25* 1.15
$292,803
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 3696 * 58.68 / 15 * 25 $65,064
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 443804.26 / 60 * 25 $33,285
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $292,803 + $65,064 +$33,285
$391,152
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
8700 Present AADT 11200
2013 Year of Count 2017
1.3 Projection Factor 1.3
11310 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 * 2158029 / 60 * 25 *1.1
$435,203
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3564 * 58.68 / 20 * 25 $115,025
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 128139.18 / 60 * 25 $23,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $435,203 + $115,025+ $23,492
$573,720
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
8700 Present AADT 11200
2013 Year of Count 2017
1.3 Projection Factor 1.3
11310 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 * 2158029 / 60 * 25 * 1.1 $692,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 3564 * 58.68 / 20 * 25 $182,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 128139.18 / 60 * 25 $37,374
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $692,368 + $182,994+ $37,374
$912,736
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
9300 Present AADT 12000
2013 Year of Count 2017
1.3 Projection Factor 1.3
12090 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 * 2158029 / 60 * 25 *1.1
$336,293
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 3564 * 58.68 / 20 * 25 $88,883
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 128139.18 / 60 * 25 $18,153
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $336,293 +$88,883 + $18,153
$513,642
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
9300 Present AADT 12000
2013 Year of Count 2017
1.3 Projection Factor 1.3
12090 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 * 2158029 / 60 * 25 *1.1
$741,822
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.75 * 3564 * 58.68 / 20 * 25 $196,065
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.75 * 128139.18 / 60 * 25 $40,043
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $741,822 + $196,065+ $40,043
$977,930
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
9700 Present AADT 11900
2013 Year of Count 2017
1.3 Projection Factor 1.3
12610 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 * 2158029 / 60 * 25 * 1.1 $989,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 58.68 / 20 * 25 $261,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 128139.18 / 60 * 25 $53,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $989,097 +$261,419 + $53,391
$1,374,220
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
8100 Present AADT 9100
2013 Year of Count 2017
1.3 Projection Factor 1.3
10530 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 * 2158029 / 60 * 25 * 1.1 $989,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 58.68 / 20 * 25 $261,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 128139.18 / 60 * 25 $53,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $989,097 + $261,419+ $53,391
$1,303,907
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
7600 Present AADT 8600
2013 Year of Count 2017
1.3 Projection Factor 1.3
9880 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 * 2158029 / 60 * 25 * 1.1 $1,978,193
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 3564 * 58.68 / 20 * 25 $522,839
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 128139.18 / 60 * 25 $106,783
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,978,193 + $522,839+ $106,783
$2,607,815
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
2013 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 * 1152432.8 / 60 * 25 *1.1
$2,102,229
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.98 * 2376 * 58.68 / 20 * 25 $693,633
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.98 * 119425.3 / 60 * 25 $198,047
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,102,229 + $693,633+ $198,047
$2,993,909
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
2013 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 * 1152432.8 / 60 * 25 *1.1
$142,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2376 * 58.68 / 20 * 25 $47,055
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 119425.3 / 60 * 25 $13,435
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $142,614 + $47,055 +$13,435
$203,104
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
1750 Present AADT 3000
2013 Year of Count 2017
1.3 Projection Factor 1.3
2275 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 * 1152432.8 / 60 * 25 *1.1
$491,224
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 2376 * 58.68 / 20 * 25 $162,080
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 119425.3 / 60 * 25 $46,277
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
195.4 * 43.833 * 146 / 80 *25 * 1.15
$449,393
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
35 * 39.99972879 * 15.75 /100 * 25 * 1.15
$6,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $491,224 + $162,080+ $46,277 + $449,393 +$6,339
$1,155,313
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
3000 Present AADT 3400
2013 Year of Count 2017
1.3 Projection Factor 1.3
3900 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 * 1152432.8 / 60 * 25 *1.1
$21,128
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2376 * 58.68 / 20 * 25 $6,971
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 119425.3 / 60 * 25 $1,990
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $21,128 + $6,971 +$1,990
$30,089
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
2013 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 * 2158029 / 60 * 25 *1.1
$1,078,115
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.09 * 3564 * 58.68 / 20 * 25 $284,947
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.09 * 128139.18 / 60 * 25 $58,197
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,078,115 + $284,947+ $58,197
$1,421,259
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
2013 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 * 2158029 / 60 * 25 *1.1
$741,822
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.75 * 3564 * 58.68 / 20 * 25 $196,065
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.75 * 128139.18 / 60 * 25 $40,043
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $741,822 + $196,065+ $40,043
$977,930
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$1,854,416
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.14 * 3696 * 58.68 / 15 * 25 $412,074
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.14 * 443804.26 / 60 * 25 $210,807
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,854,416 + $412,074+ $210,807
$2,477,297
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$292,803
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 3696 * 58.68 / 15 * 25 $65,064
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 443804.26 / 60 * 25 $33,285
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $292,803 +$65,064 + $33,285
$461,465
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.
6100 Present AADT 6400
2013 Year of Count 2017
1.3 Projection Factor 1.3
7930 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 * 2158029 / 60 * 25 *1.1
$445,093
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.45 * 3564 * 58.68 / 20 * 25 $117,639
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.45 * 128139.18 / 60 * 25 $24,026
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $445,093 + $117,639+ $24,026
$586,758
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
2013 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 * 2158029 / 60 * 25 *1.1
$2,601,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.63 * 3564 * 58.68 / 20 * 25 $687,533
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.63 * 128139.18 / 60 * 25 $140,419
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,601,324 + $687,533+ $140,419
$3,429,276
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
8300 Present AADT 8200
2013 Year of Count 2017
1.3 Projection Factor 1.3
10790 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,910 + $26,142 +$5,339
$130,391
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
5700 Present AADT 6000
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 * 1.1 $890,187
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 3564 * 58.68 / 20 * 25 $235,277
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 128139.18 / 60 * 25 $48,052
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $890,187 + $235,277+ $48,052
$1,173,516
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
5700 Present AADT 6000
2013 Year of Count 2017
1.3 Projection Factor 1.3
7410 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 * 2158029 / 60 * 25 * 1.1 $989,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 58.68 / 20 * 25 $261,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 128139.18 / 60 * 25 $53,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $989,097 + $261,419+ $53,391
$1,303,907
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
6400 Present AADT 6200
2013 Year of Count 2017
1.3 Projection Factor 1.3
8320 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 * 2158029 / 60 * 25 * 1.1 $989,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 58.68 / 20 * 25 $261,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 128139.18 / 60 * 25 $53,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $989,097 + $261,419+ $53,391
$1,303,907
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
9300 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12090 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 * 2158029 / 60 * 25 * 1.1 $197,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 3564 * 58.68 / 20 * 25 $52,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 128139.18 / 60 * 25 $10,678
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,819 + $52,284 +$10,678
$260,781
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
9300 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12090 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 * 2158029 / 60 * 25 * 1.1 $296,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 3564 * 58.68 / 20 * 25 $78,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 128139.18 / 60 * 25 $16,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $296,729 + $78,426 +$16,017
$391,172
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
9300 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12090 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 * 3394812.63 / 60 * 25* 1.15
$1,642,948
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 3696 * 58.68 / 15 * 25 $365,083
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 443804.26 / 60 * 25 $186,768
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,642,948 + $365,083+ $186,768
$2,194,799
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
15800 Present AADT 17900
2013 Year of Count 2017
1.3 Projection Factor 1.3
20540 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 * 4636497.97 / 60 * 25 *1.15
$1,110,828
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 4488 * 58.68 / 15 * 25 $219,463
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 785245.45 / 60 * 25 $163,593
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,110,828 +$219,463 + $163,593
$1,599,353
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
19400 Present AADT 21200
2013 Year of Count 2017
1.3 Projection Factor 1.3
25220 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 * 4636497.97 / 60 * 25* 1.15
$3,465,782
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.56 * 4488 * 58.68 / 15 * 25 $684,725
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.56 * 785245.45 / 60 * 25 $510,410
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
124 * 140 * 15.75 / 100 * 25* 1.15
$78,608
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$175,781 + $3,465,782 +$684,725 + $510,410 +$78,608
$4,915,306
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
33000 Present AADT 33500
2013 Year of Count 2017
1.3 Projection Factor 1.3
42900 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 * 4712551.56 / 60 * 25* 1
$903,239
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.46 * 6072 * 58.68 / 5 * 25 $819,501
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.46 * 204249.54 / 60 * 25 $39,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$210,938 + $903,239 +$819,501 + $39,148
$1,972,826
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
9500 Present AADT 10300
2013 Year of Count 2017
1.3 Projection Factor 1.3
12350 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 * 2158029 / 60 * 25 * 1.1 $989,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 58.68 / 20 * 25 $261,419
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 128139.18 / 60 * 25 $53,391
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $989,097 +$261,419 + $53,391
$1,374,220
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
12000 Present AADT 13100
2013 Year of Count 2017
1.3 Projection Factor 1.3
15600 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 * 2158029 / 60 * 25 *1.1
$267,056
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 3564 * 58.68 / 20 * 25 $70,583
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 128139.18 / 60 * 25 $14,416
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$140,625 + $267,056 +$70,583 + $14,416
$492,680
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
10600 Present AADT 13500
2013 Year of Count 2017
1.3 Projection Factor 1.3
13780 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 * 3394812.63 / 60 * 25* 1.15
$97,601
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 3696 * 58.68 / 15 * 25 $21,688
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 443804.26 / 60 * 25 $11,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $97,601 +$21,688 + $11,095
$200,697
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
10600 Present AADT 13500
2013 Year of Count 2017
1.3 Projection Factor 1.3
13780 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 * 3394812.63 / 60 * 25* 1.15
$715,740
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 3696 * 58.68 / 15 * 25 $159,046
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 443804.26 / 60 * 25 $81,364
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $715,740 + $159,046+ $81,364
$956,150
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
3200 Present AADT 3400
2013 Year of Count 2017
1.3 Projection Factor 1.3
4160 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 * 1152432.8 / 60 * 25 *1.1
$221,843
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 2376 * 58.68 / 20 * 25 $73,197
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 119425.3 / 60 * 25 $20,899
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $221,843 + $73,197 +$20,899
$315,939
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
3450 Present AADT 3400
2013 Year of Count 2017
1.3 Projection Factor 1.3
4485 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 * 1152432.8 / 60 * 25 *1.1
$1,220,138
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.31 * 2376 * 58.68 / 20 * 25 $402,586
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.31 * 119425.3 / 60 * 25 $114,947
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,220,138 + $402,586+ $114,947
$1,737,671
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
4400 Present AADT 4500
2013 Year of Count 2017
1.3 Projection Factor 1.3
5720 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 * 1152432.8 / 60 * 25 *1.1
$581,018
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2376 * 58.68 / 20 * 25 $191,708
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 119425.3 / 60 * 25 $54,737
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $581,018 + $191,708+ $54,737
$827,463
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
4400 Present AADT 4600
2013 Year of Count 2017
1.3 Projection Factor 1.3
5720 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 * 1152432.8 / 60 * 25 *1.1
$686,658
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 58.68 / 20 * 25 $226,563
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 119425.3 / 60 * 25 $64,689
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 140 * 15.75 / 100 * 25 *1.15
$38,036
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $686,658 + $226,563+ $64,689 + $38,036
$1,015,946
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
760 Present AADT 670
2013 Year of Count 2017
1.3 Projection Factor 1.3
988 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 * 615377.41 / 60 * 25 *1.1
$141,024
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 58.68 / 20 * 25 $77,458
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 30700.57 / 60 * 25 $6,396
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $141,024 + $77,458 +$6,396
$224,878
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
730 Present AADT 670
2013 Year of Count 2017
1.3 Projection Factor 1.3
949 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 * 615377.41 / 60 * 25 * 1.1 $282,048
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 58.68 / 20 * 25 $154,915
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 30700.57 / 60 * 25 $12,792
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $282,048 + $154,915+ $12,792
$449,755
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
1250 Present AADT 1200
2013 Year of Count 2017
1.3 Projection Factor 1.3
1625 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 * 1152432.8 / 60 * 25 *1.1
$2,007,154
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2376 * 58.68 / 20 * 25 $662,262
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 119425.3 / 60 * 25 $189,090
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
78.8 * 48 * 155 / 80 * 25 *1.15
$210,692
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $2,007,154 + $662,262+ $189,090 + $210,692
$3,069,198
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$112,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 58.68 / 20 * 25 $61,966
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 30700.57 / 60 * 25 $5,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $112,819 + $61,966 +$5,117
$179,902
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$28,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 58.68 / 20 * 25 $15,492
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 30700.57 / 60 * 25 $1,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,205 + $15,492 +$1,279
$44,976
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$28,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 58.68 / 20 * 25 $15,492
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 30700.57 / 60 * 25 $1,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $28,205 + $15,492 +$1,279
$44,976
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$112,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 58.68 / 20 * 25 $61,966
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 30700.57 / 60 * 25 $5,117
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
29 * 69.99979448 * 15.75 /100 * 25 * 1.15
$9,192
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $112,819 + $61,966 +$5,117 + $9,192
$189,094
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$197,434
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 58.68 / 20 * 25 $108,441
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 30700.57 / 60 * 25 $8,954
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,434 + $108,441+ $8,954
$314,829
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
950 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1235 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 * 615377.41 / 60 * 25 *1.1
$84,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 58.68 / 20 * 25 $46,475
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 30700.57 / 60 * 25 $3,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,614 + $46,475 +$3,838
$134,927
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
770 Present AADT 860
2013 Year of Count 2017
1.3 Projection Factor 1.3
1001 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 * 615377.41 / 60 * 25 *1.1
$169,229
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 58.68 / 20 * 25 $92,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 30700.57 / 60 * 25 $7,675
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $169,229 + $92,949 +$7,675
$269,853
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
770 Present AADT 860
2013 Year of Count 2017
1.3 Projection Factor 1.3
1001 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 * 615377.41 / 60 * 25 *1.1
$141,024
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 58.68 / 20 * 25 $77,458
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 30700.57 / 60 * 25 $6,396
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $141,024 + $77,458 +$6,396
$224,878
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
770 Present AADT 860
2013 Year of Count 2017
1.3 Projection Factor 1.3
1001 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 * 615377.41 / 60 * 25 *1.1
$98,717
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2112 * 58.68 / 20 * 25 $54,220
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 30700.57 / 60 * 25 $4,477
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
75.8 * 36 * 155 / 80 * 25 *1.15
$152,003
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $98,717 + $54,220 +$4,477 + $152,003
$309,417
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
770 Present AADT 860
2013 Year of Count 2017
1.3 Projection Factor 1.3
1001 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 * 615377.41 / 60 * 25 *1.1
$205,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.73 * 2112 * 58.68 / 20 * 25 $113,088
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.73 * 30700.57 / 60 * 25 $9,338
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $205,895 + $113,088+ $9,338
$328,321
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
1100 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1430 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 * 615377.41 / 60 * 25 *1.1
$78,973
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2112 * 58.68 / 20 * 25 $43,376
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 30700.57 / 60 * 25 $3,582
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $78,973 + $43,376 +$3,582
$125,931
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
1100 Present AADT 1050
2013 Year of Count 2017
1.3 Projection Factor 1.3
1430 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 * 2601112.92 / 60 * 25* 1.15
$1,607,813
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.29 * 2904 * 58.68 / 15 * 25 $366,374
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.29 * 435721.45 / 60 * 25 $234,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,607,813 + $366,374+ $234,200
$2,208,387
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
2300 Present AADT 2200
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 2601112.92 / 60 * 25* 1.15
$112,173
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 58.68 / 15 * 25 $25,561
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 435721.45 / 60 * 25 $16,340
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $112,173 + $25,561 +$16,340
$154,074
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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
2300 Present AADT 2200
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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: Original
Original Current
82507 Structure Number 82507
10.98 Milepoint 10.98
1996 Year Built 1996
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 40
60.00013138 Area of Waterway Opening 60.00013138
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
0.2 * 1152432.8 / 60 * 25 *1.1
$105,640
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 58.68 / 20 * 25 $34,856
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 119425.3 / 60 * 25 $9,952
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
40 * 60.00013138 * 15.75 /100 * 25 * 1.15
$10,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $105,640 + $34,856 +$9,952 + $10,868
$161,316
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
2300 Present AADT 2200
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 1152432.8 / 60 * 25 *1.1
$153,178
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2376 * 58.68 / 20 * 25 $50,541
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 119425.3 / 60 * 25 $14,431
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $153,178 + $50,541 +$14,431
$218,150
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
640 Present AADT 680
2013 Year of Count 2017
1.3 Projection Factor 1.3
832 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 * 615377.41 / 60 * 25 *1.1
$81,794
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2112 * 58.68 / 20 * 25 $44,925
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 30700.57 / 60 * 25 $3,710
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $81,794 + $44,925 +$3,710
$130,429
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
650 Present AADT 680
2013 Year of Count 2017
1.3 Projection Factor 1.3
845 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 * 615377.41 / 60 * 25 *1.1
$332,817
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.18 * 2112 * 58.68 / 20 * 25 $182,800
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.18 * 30700.57 / 60 * 25 $15,094
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $332,817 + $182,800+ $15,094
$530,711
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
650 Present AADT 590
2013 Year of Count 2017
1.3 Projection Factor 1.3
845 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 * 615377.41 / 60 * 25 *1.1
$581,019
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.06 * 2112 * 58.68 / 20 * 25 $319,125
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.06 * 30700.57 / 60 * 25 $26,351
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
59.67 * 35.84 * 155 / 80 * 25* 1.15
$119,125
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
26 * 39.99972879 * 15.75 /100 * 25 * 1.15
$4,709
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $581,019 + $319,125+ $26,351 + $119,125 +$4,709
$1,050,329
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
980 Present AADT 910
2013 Year of Count 2017
1.3 Projection Factor 1.3
1274 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 * 615377.41 / 60 * 25 *1.1
$112,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 58.68 / 20 * 25 $61,966
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 30700.57 / 60 * 25 $5,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $112,819 + $61,966 +$5,117
$179,902
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
2400 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
3120 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 * 1152432.8 / 60 * 25 *1.1
$105,640
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 58.68 / 20 * 25 $34,856
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 119425.3 / 60 * 25 $9,952
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,640 + $34,856 +$9,952
$150,448
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
2400 Present AADT 2500
2013 Year of Count 2017
1.3 Projection Factor 1.3
3120 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 * 1152432.8 / 60 * 25 *1.1
$211,279
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 58.68 / 20 * 25 $69,712
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 119425.3 / 60 * 25 $19,904
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,279 + $69,712 +$19,904
$300,895
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
2900 Present AADT 3400
2013 Year of Count 2017
1.3 Projection Factor 1.3
3770 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 * 1152432.8 / 60 * 25 *1.1
$633,838
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2376 * 58.68 / 20 * 25 $209,136
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 119425.3 / 60 * 25 $59,713
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $633,838 + $209,136+ $59,713
$902,687
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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
5800 Present AADT 5700
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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: Original
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 2005
124 Crossing Length 124
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 * 2158029 / 60 * 25 * 1.1 $1,879,284
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 3564 * 58.68 / 20 * 25 $496,697
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 128139.18 / 60 * 25 $101,444
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
124 * 1350 / 25 * 25 $167,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,879,284 + $496,697+ $101,444 + $275,000 +$167,400
$2,919,825
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
5800 Present AADT 5700
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2158029 / 60 * 25 *1.1
$830,841
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.84 * 3564 * 58.68 / 20 * 25 $219,592
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.84 * 128139.18 / 60 * 25 $44,849
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $830,841 +$219,592 + $44,849
$1,165,595
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
5800 Present AADT 5700
2013 Year of Count 2017
1.3 Projection Factor 1.3
7540 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 * 2158029 / 60 * 25 * 1.1 $98,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3564 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 128139.18 / 60 * 25 $5,339
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,910 + $26,142 +$5,339
$130,391
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
2700 Present AADT 2800
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 1152432.8 / 60 * 25 *1.1
$52,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 58.68 / 20 * 25 $17,428
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 119425.3 / 60 * 25 $4,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,820 + $17,428 +$4,976
$75,224
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
2700 Present AADT 2800
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 1152432.8 / 60 * 25 *1.1
$52,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 58.68 / 20 * 25 $17,428
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 119425.3 / 60 * 25 $4,976
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,820 + $17,428 +$4,976
$75,224
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
2700 Present AADT 2800
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 2601112.92 / 60 * 25 *1.15
$124,637
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 58.68 / 15 * 25 $28,401
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 435721.45 / 60 * 25 $18,155
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $124,637 + $28,401 +$18,155
$171,193
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
2700 Present AADT 2800
2013 Year of Count 2017
1.3 Projection Factor 1.3
3510 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 * 2601112.92 / 60 * 25 *1.15
$498,547
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2904 * 58.68 / 15 * 25 $113,604
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 435721.45 / 60 * 25 $72,620
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $498,547 + $113,604+ $72,620
$684,771
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
2300 Present AADT 1850
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 2601112.92 / 60 * 25* 1.15
$174,491
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 58.68 / 15 * 25 $39,762
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 435721.45 / 60 * 25 $25,417
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $174,491 + $39,762 +$25,417
$239,670
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
2300 Present AADT 1850
2013 Year of Count 2017
1.3 Projection Factor 1.3
2990 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 * 2601112.92 / 60 * 25* 1.15
$137,100
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2904 * 58.68 / 15 * 25 $31,241
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 435721.45 / 60 * 25 $19,971
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $137,100 + $31,241 +$19,971
$188,312
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
2450 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
3185 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 * 2601112.92 / 60 * 25* 1.15
$286,664
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 58.68 / 15 * 25 $65,323
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 435721.45 / 60 * 25 $41,757
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $286,664 + $65,323 +$41,757
$393,744
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
2013 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 * 3394812.63 / 60 * 25* 1.15
$260,269
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 3696 * 58.68 / 15 * 25 $57,835
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 443804.26 / 60 * 25 $29,587
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $260,269 + $57,835 +$29,587
$347,691
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
2013 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 * 2158029 / 60 * 25 *1.1
$118,692
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3564 * 58.68 / 20 * 25 $31,370
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 128139.18 / 60 * 25 $6,407
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$175,781 + $118,692 +$31,370 + $6,407
$332,250
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
9400 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12220 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 * 2158029 / 60 * 25 *1.1
$326,402
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3564 * 58.68 / 20 * 25 $86,268
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 128139.18 / 60 * 25 $17,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $326,402 +$86,268 + $17,619
$465,445
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
9400 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12220 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 * 3394812.63 / 60 * 25* 1.15
$195,202
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3696 * 58.68 / 15 * 25 $43,376
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 443804.26 / 60 * 25 $22,190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $195,202 + $43,376 +$22,190
$260,768
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
9400 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12220 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 * 3394812.63 / 60 * 25* 1.15
$536,805
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3696 * 58.68 / 15 * 25 $119,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 443804.26 / 60 * 25 $61,023
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $536,805 + $119,285+ $61,023
$717,113
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
9400 Present AADT 9700
2013 Year of Count 2017
1.3 Projection Factor 1.3
12220 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 * 3394812.63 / 60 * 25* 1.15
$422,937
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 3696 * 58.68 / 15 * 25 $93,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 443804.26 / 60 * 25 $48,079
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $422,937 + $93,982 +$48,079
$564,998
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
7900 Present AADT 7600
2013 Year of Count 2017
1.3 Projection Factor 1.3
10270 Projected Traffic 9880
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 2601112.92 / 60 * 25* 1.15
$361,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2904 * 58.68 / 15 * 25 $82,363
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 435721.45 / 60 * 25 $52,650
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $361,446 +$82,363 + $52,650
$566,772
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
7900 Present AADT 7600
2013 Year of Count 2017
1.3 Projection Factor 1.3
10270 Projected Traffic 9880
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 2601112.92 / 60 * 25 *1.15
$747,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 58.68 / 15 * 25 $170,407
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 435721.45 / 60 * 25 $108,930
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $747,820 +$170,407 + $108,930
$1,097,470
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
7900 Present AADT 7600
2013 Year of Count 2017
1.3 Projection Factor 1.3
10270 Projected Traffic 9880
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 2601112.92 / 60 * 25* 1.15
$162,028
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 58.68 / 15 * 25 $36,921
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 435721.45 / 60 * 25 $23,602
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $162,028 + $36,921 +$23,602
$222,551
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
6800 Present AADT 7100
2013 Year of Count 2017
1.3 Projection Factor 1.3
8840 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 * 2158029 / 60 * 25 *1.1
$89,019
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 3564 * 58.68 / 20 * 25 $23,528
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 128139.18 / 60 * 25 $4,805
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $89,019 + $23,528 +$4,805
$117,352
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
6800 Present AADT 7100
2013 Year of Count 2017
1.3 Projection Factor 1.3
8840 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 * 2601112.92 / 60 * 25* 1.15
$984,630
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.79 * 2904 * 58.68 / 15 * 25 $224,369
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.79 * 435721.45 / 60 * 25 $143,425
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $984,630 + $224,369+ $143,425
$1,352,424
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
2013 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 * 2158029 / 60 * 25 *1.1
$276,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 3564 * 58.68 / 20 * 25 $73,197
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 128139.18 / 60 * 25 $14,950
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $276,947 + $73,197 +$14,950
$365,094
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
2013 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 * 2158029 / 60 * 25 *1.1
$108,801
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 3564 * 58.68 / 20 * 25 $28,756
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 128139.18 / 60 * 25 $5,873
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $108,801 + $28,756 +$5,873
$143,430
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
2013 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 * 2158029 / 60 * 25 *1.1
$919,860
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 3564 * 58.68 / 20 * 25 $243,120
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 128139.18 / 60 * 25 $49,654
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $919,860 + $243,120+ $49,654
$1,212,634
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
3750 Present AADT 3350
2013 Year of Count 2017
1.3 Projection Factor 1.3
4875 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 * 1152432.8 / 60 * 25 *1.1
$79,230
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2376 * 58.68 / 20 * 25 $26,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 119425.3 / 60 * 25 $7,464
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $79,230 + $26,142 +$7,464
$112,836
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
3400 Present AADT 3150
2013 Year of Count 2017
1.3 Projection Factor 1.3
4420 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 * 1152432.8 / 60 * 25 *1.1
$591,582
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.12 * 2376 * 58.68 / 20 * 25 $195,193
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.12 * 119425.3 / 60 * 25 $55,732
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,582 + $195,193+ $55,732
$842,507
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
2950 Present AADT 3150
2013 Year of Count 2017
1.3 Projection Factor 1.3
3835 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 * 1152432.8 / 60 * 25 *1.1
$475,379
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 58.68 / 20 * 25 $156,852
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 119425.3 / 60 * 25 $44,784
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $475,379 + $156,852+ $44,784
$677,015
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
1750 Present AADT 1950
2013 Year of Count 2017
1.3 Projection Factor 1.3
2275 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 * 1152432.8 / 60 * 25 * 1.1 $1,056,397
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2376 * 58.68 / 20 * 25 $348,559
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 119425.3 / 60 * 25 $99,521
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,056,397 + $348,559+ $99,521
$1,504,477
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
1100 Present AADT 1150
2013 Year of Count 2017
1.3 Projection Factor 1.3
1430 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 * 615377.41 / 60 * 25 *1.1
$338,458
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 58.68 / 20 * 25 $185,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 30700.57 / 60 * 25 $15,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $338,458 + $185,898+ $15,350
$539,706
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
465 Present AADT 490
2013 Year of Count 2017
1.3 Projection Factor 1.3
605 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 * 615377.41 / 60 * 25 *1.1
$112,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 58.68 / 20 * 25 $61,966
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 30700.57 / 60 * 25 $5,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $112,819 + $61,966 +$5,117
$179,902
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
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 0
NOT DIVIDED Existing Lane Description NOT DIVIDED
56TH STREET NORTH TO 62NDSTREET N
Termini 56TH STREET NORTH TO 62NDSTREET N
2850 Present AADT 1150
2012 Year of Count 2017
1.3 Projection Factor 1.3
3705 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 * 2601112.92 / 60 * 25* 1.15
$1,084,339
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.87 * 2904 * 58.68 / 15 * 25 $247,090
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.87 * 435721.45 / 60 * 25 $157,949
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,084,339 + $247,090+ $157,949
$1,489,378
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
2013 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 * 2601112.92 / 60 * 25* 1.15
$336,519
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2904 * 58.68 / 15 * 25 $76,683
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 435721.45 / 60 * 25 $49,019
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $336,519 + $76,683 +$49,019
$462,221
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
2013 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 * 2601112.92 / 60 * 25* 1.15
$149,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 58.68 / 15 * 25 $34,081
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 435721.45 / 60 * 25 $21,786
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $149,564 + $34,081 +$21,786
$205,431
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
2013 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 * 2601112.92 / 60 * 25* 1.15
$199,419
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2904 * 58.68 / 15 * 25 $45,442
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 435721.45 / 60 * 25 $29,048
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $199,419 + $45,442 +$29,048
$273,909
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
3100 Present AADT 3050
2013 Year of Count 2017
1.3 Projection Factor 1.3
4030 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 * 2601112.92 / 60 * 25* 1.15
$236,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 58.68 / 15 * 25 $53,962
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 435721.45 / 60 * 25 $34,495
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,810 + $53,962 +$34,495
$325,267
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
3100 Present AADT 3050
2013 Year of Count 2017
1.3 Projection Factor 1.3
4030 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 * 2601112.92 / 60 * 25* 1.15
$186,955
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 58.68 / 15 * 25 $42,602
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 435721.45 / 60 * 25 $27,233
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $186,955 + $42,602 +$27,233
$256,790
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
6100 Present AADT 5500
2013 Year of Count 2017
1.3 Projection Factor 1.3
7930 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 * 2601112.92 / 60 * 25* 1.15
$236,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 58.68 / 15 * 25 $53,962
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 435721.45 / 60 * 25 $34,495
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,810 + $53,962 +$34,495
$325,267
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
7600 Present AADT 7200
2013 Year of Count 2017
1.3 Projection Factor 1.3
9880 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 * 2601112.92 / 60 * 25 *1.15
$373,910
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 58.68 / 15 * 25 $85,203
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 435721.45 / 60 * 25 $54,465
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $373,910 + $85,203 +$54,465
$513,578
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
6100 Present AADT 6600
2013 Year of Count 2017
1.3 Projection Factor 1.3
7930 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 * 2601112.92 / 60 * 25* 1.15
$112,173
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 58.68 / 15 * 25 $25,561
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 435721.45 / 60 * 25 $16,340
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $112,173 +$25,561 + $16,340
$189,230
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
8200 Present AADT 7300
2013 Year of Count 2017
1.3 Projection Factor 1.3
10660 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 * 2158029 / 60 * 25 * 1.1 $395,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 3564 * 58.68 / 20 * 25 $104,568
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 128139.18 / 60 * 25 $21,357
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $395,639 + $104,568+ $21,357
$521,564
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.
8200 Present AADT 7300
2013 Year of Count 2017
1.3 Projection Factor 1.3
10660 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 * 2158029 / 60 * 25 *1.1
$474,766
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 3564 * 58.68 / 20 * 25 $125,481
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 128139.18 / 60 * 25 $25,628
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $474,766 + $125,481+ $25,628
$625,875
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.
8200 Present AADT 7300
2013 Year of Count 2017
1.3 Projection Factor 1.3
10660 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 * 2158029 / 60 * 25 *1.1
$168,146
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 3564 * 58.68 / 20 * 25 $44,441
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 128139.18 / 60 * 25 $9,077
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $168,146 + $44,441 +$9,077
$221,664
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
10000 Present AADT 9600
2013 Year of Count 2017
1.3 Projection Factor 1.3
13000 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 * 3394812.63 / 60 * 25* 1.15
$536,805
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 3696 * 58.68 / 15 * 25 $119,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 443804.26 / 60 * 25 $61,023
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $536,805 +$119,285 + $61,023
$752,269
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
11000 Present AADT 11700
2013 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 3394812.63 / 60 * 25* 1.15
$211,469
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 3696 * 58.68 / 15 * 25 $46,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 443804.26 / 60 * 25 $24,039
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $211,469 +$46,991 + $24,039
$317,655
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
11000 Present AADT 11700
2013 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 3394812.63 / 60 * 25 *1.15
$162,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 3696 * 58.68 / 15 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 443804.26 / 60 * 25 $18,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $162,668 +$36,147 + $18,492
$252,463
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
11000 Present AADT 11700
2013 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 3394812.63 / 60 * 25* 1.15
$195,202
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 3696 * 58.68 / 15 * 25 $43,376
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 443804.26 / 60 * 25 $22,190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $195,202 +$43,376 + $22,190
$295,924
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
11000 Present AADT 11700
2013 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 3394812.63 / 60 * 25* 1.15
$211,469
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 3696 * 58.68 / 15 * 25 $46,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 443804.26 / 60 * 25 $24,039
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,469 + $46,991 +$24,039
$282,499
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
11000 Present AADT 11700
2013 Year of Count 2017
1.3 Projection Factor 1.3
14300 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 * 3394812.63 / 60 * 25* 1.15
$113,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 3696 * 58.68 / 15 * 25 $25,303
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 443804.26 / 60 * 25 $12,944
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,868 + $25,303 +$12,944
$152,115
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
8600 Present AADT 1350
2013 Year of Count 2017
1.3 Projection Factor 1.3
11180 Projected Traffic 1755
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( 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 * 1152432.8 / 60 * 25 *1.1
$100,358
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2376 * 58.68 / 20 * 25 $33,113
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 119425.3 / 60 * 25 $9,455
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $100,358 + $33,113 +$9,455
$142,926
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
8600 Present AADT 4650
2013 Year of Count 2017
1.3 Projection Factor 1.3
11180 Projected Traffic 6045
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( 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 * 2601112.92 / 60 * 25 *1.15
$124,637
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 58.68 / 15 * 25 $28,401
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 435721.45 / 60 * 25 $18,155
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $124,637 + $28,401 +$18,155
$171,193
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
8600 Present AADT 9400
2013 Year of Count 2017
1.3 Projection Factor 1.3
11180 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 * 3394812.63 / 60 * 25 *1.15
$813,341
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 3696 * 58.68 / 15 * 25 $180,734
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 443804.26 / 60 * 25 $92,459
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $813,341 +$180,734 + $92,459
$1,192,003
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
10100 Present AADT 10900
2013 Year of Count 2017
1.3 Projection Factor 1.3
13130 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 * 3394812.63 / 60 * 25 *1.15
$976,009
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 3696 * 58.68 / 15 * 25 $216,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 443804.26 / 60 * 25 $110,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $976,009 +$216,881 + $110,951
$1,409,310
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
670 Present AADT 650
Year of Count 2017
1.3 Projection Factor 1.3
871 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 * 2601112.92 / 60 * 25* 1.15
$648,111
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.52 * 2904 * 58.68 / 15 * 25 $147,686
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.52 * 435721.45 / 60 * 25 $94,406
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $648,111 + $147,686+ $94,406
$890,203
Friday, January 18, 2019 04:14 PM CST page 311