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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO CSAH 4 Termini W CO LINE TO CSAH 4
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
4 * 1207339.57 / 60 * 25 *1.1
$2,213,456
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2376 * 53.7 / 20 * 25 $637,956
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 91732.21 / 60 * 25 $152,887
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,213,456 + $637,956+ $152,887
$3,004,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6 Segment Length 6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO MILLERSBURG Termini CSAH 4 TO MILLERSBURG
1200 Present AADT 1200
2016 Year of Count 2016
1.3 Projection Factor 1.3
1560 Projected Traffic 1560
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 066-601-023 RC&OL
2012 SAP 066-601-022 RECONST
Comments 2014 SAP 066-601-023 RC&OL
2012 SAP 066-601-022 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
6 * 1207339.57 / 60 * 25 *1.1
$3,320,184
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2376 * 53.7 / 20 * 25 $956,934
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 91732.21 / 60 * 25 $229,331
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $3,320,184 + $956,934+ $229,331
$4,506,449
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-030
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
MILLERSBURG TO CSAH 46 Termini MILLERSBURG TO CSAH 46
1200 Present AADT 1200
2016 Year of Count 2016
1.3 Projection Factor 1.3
1560 Projected Traffic 1560
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 066-601-022 RECONST Comments 2012 SAP 066-601-022 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
1.4 * 1207339.57 / 60 * 25 *1.1
$774,710
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2376 * 53.7 / 20 * 25 $223,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 91732.21 / 60 * 25 $53,510
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $774,710 + $223,285+ $53,510
$1,051,505
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-040
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 46 TO I-35 Termini CSAH 46 TO I-35
3200 Present AADT 3200
2016 Year of Count 2016
1.3 Projection Factor 1.3
4160 Projected Traffic 4160
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 066-601-022 RECONST Comments 2012 SAP 066-601-022 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
0.2 * 1207339.57 / 60 * 25 *1.1
$110,673
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 53.7 / 20 * 25 $31,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 91732.21 / 60 * 25 $7,644
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $110,673 + $31,898 +$7,644
$150,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
I-35 TO W LIMS DUNDAS Termini I-35 TO W LIMS DUNDAS
3200 Present AADT 3200
2016 Year of Count 2016
1.3 Projection Factor 1.3
4160 Projected Traffic 4160
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED GRADED 2010,SAP 66-601-019
Comments RECONSTRUCTED GRADED 2010,SAP 66-601-019
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 1207339.57 / 60 * 25 *1.1
$2,213,456
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2376 * 53.7 / 20 * 25 $637,956
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 91732.21 / 60 * 25 $152,887
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,213,456 + $637,956+ $152,887
$3,004,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-601-050
Original Current
DUNDAS Municipality DUNDAS
1.77 Segment Length 1.77
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM DUNDAS TO E. LIMITSDUNDAS
Termini W LIM DUNDAS TO E. LIMITSDUNDAS
3100 Present AADT 3100
2016 Year of Count 2016
1.3 Projection Factor 1.3
4030 Projected Traffic 4030
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2017 Latest Year SA funds 2017
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2017 SAP 066-601-024 M&OL
COMBINED SEGMENTS 050, 060AND 080 IN 2006, APS.
Comments 2017 SAP 066-601-024 M&OL
COMBINED SEGMENTS 050, 060AND 080 IN 2006, APS.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66515 Structure Number 66515
16.65 Milepoint 16.65
1978 Year Built 1978
CANNON RIVER (MAIN CHAN) Feature Crossed CANNON RIVER (MAIN CHAN)
Type of Service
Number of Spans
200.5 Bridge Length 200.5
55.2 Bridge Width 55.2
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Bridge Information Status: Original
Original Current
66518 Structure Number 66518
16.7 Milepoint 16.7
1978 Year Built 1978
CANNON RIVER (OVERFLOW) Feature Crossed CANNON RIVER (OVERFLOW)
Type of Service
Number of Spans
87.5 Bridge Length 87.5
55.2 Bridge Width 55.2
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
380362H USDOT Number 380362H
0.5 Located at Milepoint 0.5
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2003 Last Year Protection Upgraded 2003
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
1.77 * 3125117.87 / 60 * 25* 1.15
$2,650,491
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.77 * 2904 * 53.7 / 15 * 25 $460,037
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.77 * 1423.62 / 60 * 25 $1,050
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
200.5 * 55.2 * 147 / 80 * 25* 1.15
$584,681
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
87.5 * 55.2 * 163 / 80 * 25 *1.15
$282,932
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 +Bridge + Bridge + RRCrossing Protection + RRCrossing Surface
$35,156 + $2,650,491 +$460,037 + $1,050 +$584,681 + $282,932 +$275,000 + $64,800
$4,354,147
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-601-090
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
E LIM DUNDAS TO TH 246 Termini E LIM DUNDAS TO TH 246
4300 Present AADT 4300
2016 Year of Count 2016
1.3 Projection Factor 1.3
5590 Projected Traffic 5590
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1970 Latest Year SA funds 2018
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments 2018 SAP 066-601-020 Reconstruct,and adds Culvert Underpass
Interchange Override
Segment Override
Culvert Information Status: New
Original Current
66J79 Structure Number 66J79
17.7 Milepoint 17.7
2018 Year Built 2018
Feature Crossed
OTHER Type of Service OTHER
1 Number of Barrels 1
14 Culvert Width 14
11 Culvert Height 11
110 Culvert Length 110
154 Area of Waterway Opening 154
100% Shared Structure 100%
2018 SAP 066-601-020 addedCulvert Underpass
Comments 2018 SAP 066-601-020 addedCulvert Underpass
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
1.7 * 1207339.57 / 60 * 25 *1.1
$940,719
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2376 * 53.7 / 20 * 25 $271,131
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 91732.21 / 60 * 25 $64,977
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
110 * 154 * 16.61 / 100 * 25* 1.15
$80,895
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$35,156 + $940,719 +$271,131 + $64,977 +$80,895
$1,392,878
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-602-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
LESUEUR CO. 28 TO 1.5 MI.NORTH
Termini LESUEUR CO. 28 TO 1.5 MI.NORTH
590 Present AADT 590
2016 Year of Count 2016
1.3 Projection Factor 1.3
767 Projected Traffic 767
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SP 066-602-007 M&OL Comments 2012 SP 066-602-007 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
1.5 * 922673.31 / 60 * 25 *1.1
$634,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 53.7 / 20 * 25 $212,652
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 29605.86 / 60 * 25 $18,504
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $634,338 + $212,652+ $18,504
$865,494
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-602-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 19 Termini W CO LINE TO TH 19
2850 Present AADT 2850
2016 Year of Count 2016
1.3 Projection Factor 1.3
3705 Projected Traffic 3705
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 66-602-06 GRADE, SURFACEAND BRIDGE 66J17, LET 7-12-04(APS 1-24-05).
Comments SP 66-602-06 GRADE, SURFACEAND BRIDGE 66J17, LET 7-12-04(APS 1-24-05).
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J17 Structure Number 66J17
4.12 Milepoint 4.12
2005 Year Built 2005
CO DITCH # 25 Feature Crossed CO DITCH # 25
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
108 Culvert Length 108
71.9997271 Area of Waterway Opening 71.9997271
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
4.1 * 1207339.57 / 60 * 25 *1.1
$2,268,792
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2376 * 53.7 / 20 * 25 $653,905
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 91732.21 / 60 * 25 $156,709
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
108 * 71.9997271 * 16.61 /100 * 25 * 1.15
$37,133
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $2,268,792 + $653,905+ $156,709 + $37,133
$3,116,539
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-603-020
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
SCOTT COUNTY LINE TO 0.20MILES SOUTH
Termini SCOTT COUNTY LINE TO 0.20MILES SOUTH
4050 Present AADT 4050
2016 Year of Count 2016
1.3 Projection Factor 1.3
5265 Projected Traffic 5265
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-603-07, MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Comments SAP 66-603-07, MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$110,673
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 53.7 / 20 * 25 $31,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 91732.21 / 60 * 25 $7,644
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $110,673 + $31,898 +$7,644
$150,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-603-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.20 MI S OF SCOTT CO LINE TOCSAH 5
Termini 0.20 MI S OF SCOTT CO LINE TOCSAH 5
4050 Present AADT 4050
2016 Year of Count 2016
1.3 Projection Factor 1.3
5265 Projected Traffic 5265
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Comments SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88023 Structure Number 88023
0.63 Milepoint 0.63
1955 Year Built 1955
PORTER CREEK Feature Crossed PORTER CREEK
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
12 Culvert Height 12
142 Culvert Length 142
113.00049859 Area of Waterway Opening 113.00049859
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
2.4 * 1207339.57 / 60 * 25 *1.1
$1,328,074
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2376 * 53.7 / 20 * 25 $382,774
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 91732.21 / 60 * 25 $91,732
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
142 * 113.00049859 * 16.61/ 100 * 25 * 1.15
$76,626
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,328,074 + $382,774+ $91,732 + $76,626
$1,879,206
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-603-030
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
CSAH 5 TO 0.3 MI E Termini CSAH 5 TO 0.3 MI E
580 Present AADT 580
2016 Year of Count 2016
1.3 Projection Factor 1.3
754 Projected Traffic 754
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-603-008 Comments SAP 66-603-008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$126,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 53.7 / 20 * 25 $42,530
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 29605.86 / 60 * 25 $3,701
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $126,868 + $42,530 +$3,701
$173,099
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-603-040
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
0.3 M E CSAH 5 TO CSAH 46 Termini 0.3 M E CSAH 5 TO CSAH 46
580 Present AADT 580
2016 Year of Count 2016
1.3 Projection Factor 1.3
754 Projected Traffic 754
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Comments SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.3 * 922673.31 / 60 * 25 *1.1
$1,395,543
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 2112 * 53.7 / 20 * 25 $467,834
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 29605.86 / 60 * 25 $40,708
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,395,543 + $467,834+ $40,708
$1,904,085
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-604-010
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
TH 21 TO SO JCT CSAH 1 Termini TH 21 TO SO JCT CSAH 1
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 066-604-006 TURN LANEPAVING @ CSAH 1
2014 SAP 066-604-005 RC&OL @INTERSECTION
Comments 2016 SAP 066-604-006 TURN LANEPAVING @ CSAH 1
2014 SAP 066-604-005 RC&OL @INTERSECTION
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$972,651
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 53.7 / 20 * 25 $326,066
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 29605.86 / 60 * 25 $28,372
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $972,651 + $326,066+ $28,372
$1,327,089
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-604-011
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
SOUTH JUNCTION OF CSAH 1 TOSOUTH LIMITS OF LONSDALE N
Termini SOUTH JUNCTION OF CSAH 1 TOSOUTH LIMITS OF LONSDALE N
3000 Present AADT 3000
2016 Year of Count 2016
1.3 Projection Factor 1.3
3900 Projected Traffic 3900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
2.3 * 1207339.57 / 60 * 25 *1.1
$1,272,737
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2376 * 53.7 / 20 * 25 $366,825
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 91732.21 / 60 * 25 $87,910
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,272,737 + $366,825+ $87,910
$1,727,472
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-604-020
Original Current
LONSDALE Municipality LONSDALE
0.25 Segment Length 0.25
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM LONSDALE TO .25 MINORTH
Termini SO LIM LONSDALE TO .25 MINORTH
3000 Present AADT 3000
2016 Year of Count 2016
1.3 Projection Factor 1.3
3900 Projected Traffic 3900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No 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 * 1207339.57 / 60 * 25* 1.1
$138,341
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2376 * 53.7 / 20 * 25 $39,872
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 91732.21 / 60 * 25 $9,555
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $138,341 + $39,872 +$9,555
$187,768
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-604-021
Original Current
LONSDALE Municipality LONSDALE
0.49 Segment Length 0.49
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.25 MI N OF S LIM LONSDALE TOARIZONA AVE.
Termini 0.25 MI N OF S LIM LONSDALE TOARIZONA AVE.
3000 Present AADT 3000
2016 Year of Count 2016
1.3 Projection Factor 1.3
3900 Projected Traffic 3900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1985 Latest Year SA funds 1985
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
0.49 * 1207339.57 / 60 * 25* 1.1
$271,148
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2376 * 53.7 / 20 * 25 $78,150
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 91732.21 / 60 * 25 $18,729
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $271,148 + $78,150 +$18,729
$368,027
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-604-030
Original Current
LONSDALE Municipality LONSDALE
0.39 Segment Length 0.25
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ARIZONA AVE.THRU TH19 TOMAIN ST
Termini SW ARIZONA ST TO TH19
3000 Present AADT 3000
2016 Year of Count 2016
1.3 Projection Factor 1.3
3900 Projected Traffic 3900
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1985 Latest Year SA funds 1985
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CO 93361, EXTEND SEG 0.15MFOR RENUMBER OF CSAH33
Comments CO 93361, EXTEND SEG 0.15MFOR RENUMBER OF CSAH33
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$374,363
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 53.7 / 15 * 25 $64,977
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 1423.62 / 60 * 25 $148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $374,363 + $64,977 +$148
$439,488
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-605-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 19 TO CSAH 3 Termini TH 19 TO CSAH 3
550 Present AADT 550
2016 Year of Count 2016
1.3 Projection Factor 1.3
715 Projected Traffic 715
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-605-06 WAS A MILL ANDOVERLAY IN 2007
Comments SAP 66-605-06 WAS A MILL ANDOVERLAY IN 2007
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 922673.31 / 60 * 25 *1.1
$1,480,122
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 53.7 / 20 * 25 $496,188
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 29605.86 / 60 * 25 $43,175
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,480,122 + $496,188+ $43,175
$2,019,485
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-606-010
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
WEST COUNTY LINE TO 2.0 MILESE
Termini WEST COUNTY LINE TO 2.0 MILESE
515 Present AADT 515
2016 Year of Count 2016
1.3 Projection Factor 1.3
670 Projected Traffic 670
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
2 * 922673.31 / 60 * 25 * 1.1 $845,784
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.7 / 20 * 25 $283,536
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 29605.86 / 60 * 25 $24,672
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,784 + $283,536+ $24,672
$1,153,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-606-020
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
2.0 M E OF CO LINE TO CR 52 Termini 2.0 M E OF CO LINE TO CR 52
515 Present AADT 515
2016 Year of Count 2016
1.3 Projection Factor 1.3
670 Projected Traffic 670
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
1.3 * 922673.31 / 60 * 25 *1.1
$549,760
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 53.7 / 20 * 25 $184,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 29605.86 / 60 * 25 $16,037
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $549,760 + $184,298+ $16,037
$750,095
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-606-030
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
C R 52 TO 0.5 MI E Termini C R 52 TO 0.5 MI E
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.
Comments INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.
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
0.5 * 922673.31 / 60 * 25 *1.1
$211,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.7 / 20 * 25 $70,884
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 29605.86 / 60 * 25 $6,168
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,446 + $70,884 +$6,168
$288,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-606-040
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
0.5 M E COUNTY ROAD 52 TO TH19
Termini 0.5 M E COUNTY ROAD 52 TO TH19
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.
Comments INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.
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
0.5 * 922673.31 / 60 * 25 *1.1
$211,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.7 / 20 * 25 $70,884
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 29605.86 / 60 * 25 $6,168
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,446 + $70,884 +$6,168
$288,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-606-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.4 Segment Length 4.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 19 TO CSAH 3 Termini TH 19 TO CSAH 3
370 Present AADT 370
2016 Year of Count 2016
1.3 Projection Factor 1.3
481 Projected Traffic 481
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
4.4 * 922673.31 / 60 * 25 *1.1
$1,860,725
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 53.7 / 20 * 25 $623,779
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 29605.86 / 60 * 25 $54,277
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,860,725 + $623,779+ $54,277
$2,538,781
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-005
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 46 TO FAI 35 Termini CSAH 46 TO FAI 35
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-070-016 / 066-608-015 RC&OL
Comments 2017 SAP 066-070-016 / 066-608-015 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 * 1207339.57 / 60 * 25 *1.1
$221,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 53.7 / 20 * 25 $63,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 91732.21 / 60 * 25 $15,289
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $221,346 + $63,796 +$15,289
$300,431
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FAI 35 TO CO RD 77 Termini FAI 35 TO CO RD 77
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1990 Latest Year SA funds 1990
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
380357L USDOT Number 380357L
2.4 Located at Milepoint 2.4
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2012 Last Year Protection Upgraded 2012
40 Crossing Length 40
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
2.6 * 1207339.57 / 60 * 25 *1.1
$1,438,746
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2376 * 53.7 / 20 * 25 $414,671
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 91732.21 / 60 * 25 $99,377
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
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 + $1,438,746 + $414,671+ $99,377 + $275,000 +$54,000
$2,281,794
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-020
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
COUNTY ROAD 77 TO TH 3 Termini COUNTY ROAD 77 TO TH 3
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 1207339.57 / 60 * 25 *1.1
$553,364
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 53.7 / 20 * 25 $159,489
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 91732.21 / 60 * 25 $38,222
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $553,364 + $159,489+ $38,222
$751,075
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-030
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
TH 3 TO SOUTH LIMITS DUNDAS Termini TH 3 TO SOUTH LIMITS DUNDAS
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J54 Structure Number 66J54
4.73 Milepoint 4.73
2009 Year Built 2009
WOLF CREEK Feature Crossed WOLF CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
74 Culvert Length 74
287.99998479 Area of Waterway Opening 287.99998479
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
1.3 * 1207339.57 / 60 * 25 *1.1
$719,373
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 53.7 / 20 * 25 $207,336
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 91732.21 / 60 * 25 $49,688
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
74 * 287.99998479 * 16.61 /100 * 25 * 1.15
$101,773
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $719,373 + $207,336+ $49,688 + $101,773
$1,078,170
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-035
Original Current
DUNDAS Municipality DUNDAS
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
SOUTH LIMITS DUNDAS TO .20 MIN. OF S LIMS
Termini SOUTH LIMITS DUNDAS TO .20 MIN. OF S LIMS
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
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
66-608-12 WAS DONE WITH LOCALFUNDS AND WE WILL APPLY FORLOCAL EFFORT
Comments 66-608-12 WAS DONE WITH LOCALFUNDS AND WE WILL APPLY FORLOCAL EFFORT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$299,490
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 53.7 / 15 * 25 $51,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 1423.62 / 60 * 25 $119
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $299,490 + $51,982 +$119
$351,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-608-040
Original Current
DUNDAS Municipality DUNDAS
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
.20 NORTH OF THE S LIMDUNDAS TO CSAH 1
Termini .20 NORTH OF THE S LIMDUNDAS TO CSAH 1
1350 Present AADT 1350
2016 Year of Count 2016
1.3 Projection Factor 1.3
1755 Projected Traffic 1755
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-608-016 M&OL Comments 2017 SAP 066-608-016 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
0.51 * 3125117.87 / 60 * 25* 1.15
$763,701
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2904 * 53.7 / 15 * 25 $132,553
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 1423.62 / 60 * 25 $303
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $763,701 + $132,553+ $303
$896,557
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-609-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO 1.3 MI SO Termini CSAH 1 TO 1.3 MI SO
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 066-609-010 RC&OL @INTERSECTION
Comments 2014 SAP 066-609-010 RC&OL @INTERSECTION
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$549,760
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 53.7 / 20 * 25 $184,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 29605.86 / 60 * 25 $16,037
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $549,760 + $184,298+ $16,037
$750,095
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-609-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.30 MI S OF CSAH 1 TO 3.5 MI SOF CSAH 1
Termini 1.30 MI S OF CSAH 1 TO 3.5 MI SOF CSAH 1
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
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
92671 Structure Number 92671
1.5 Milepoint 1.5
1970 Year Built 1970
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
90 Culvert Length 90
100.99982648 Area of Waterway Opening 100.99982648
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
2.2 * 922673.31 / 60 * 25 *1.1
$930,362
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 53.7 / 20 * 25 $311,890
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 29605.86 / 60 * 25 $27,139
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 100.99982648 * 16.61 /100 * 25 * 1.15
$43,408
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $930,362 + $311,890+ $27,139 + $43,408
$1,312,799
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-609-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.5 MI SOUTH OF CSAH 1 TOCSAH 46
Termini 3.5 MI SOUTH OF CSAH 1 TOCSAH 46
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
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
4.1 * 922673.31 / 60 * 25 *1.1
$1,733,857
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2112 * 53.7 / 20 * 25 $581,249
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 29605.86 / 60 * 25 $50,577
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,733,857 + $581,249+ $50,577
$2,365,683
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-609-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 46 TO CR 76 Termini CSAH 46 TO CR 76
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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 * 922673.31 / 60 * 25 *1.1
$296,024
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 53.7 / 20 * 25 $99,238
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 29605.86 / 60 * 25 $8,635
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $296,024 + $99,238 +$8,635
$403,897
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-609-040
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
COUNTY ROAD 76 TO TH 3 Termini COUNTY ROAD 76 TO TH 3
500 Present AADT 500
2016 Year of Count 2016
1.3 Projection Factor 1.3
650 Projected Traffic 650
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGS 031, 032 & 040 IN2005
Comments COMBINED SEGS 031, 032 & 040 IN2005
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY
876399W USDOT Number 876399W
1.2 Located at Milepoint 1.2
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
2008 Last Year Protection Upgraded 2008
40 Crossing Length 40
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 * 922673.31 / 60 * 25 *1.1
$761,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2112 * 53.7 / 20 * 25 $255,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 29605.86 / 60 * 25 $22,204
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 + $761,205 + $255,182+ $22,204 + $1,500 +$54,000
$1,094,091
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-610-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO JUNCTION CSAH 38 Termini W CO LINE TO JUNCTION CSAH 38
280 Present AADT 280
2016 Year of Count 2016
1.3 Projection Factor 1.3
364 Projected Traffic 364
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 66-610-005 Comments 2010 OVERLAY, SAP 66-610-005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 922673.31 / 60 * 25 *1.1
$1,437,833
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2112 * 53.7 / 20 * 25 $482,011
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 29605.86 / 60 * 25 $41,942
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,437,833 + $482,011+ $41,942
$1,961,786
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-610-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.8 Segment Length 4.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JUNCTION CSAH 38 TO JUNCTIONTH 21
Termini JUNCTION CSAH 38 TO JUNCTIONTH 21
385 Present AADT 385
2016 Year of Count 2016
1.3 Projection Factor 1.3
501 Projected Traffic 501
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 66-610-005 Comments 2010 OVERLAY, SAP 66-610-005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.8 * 922673.31 / 60 * 25 *1.1
$2,029,881
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.8 * 2112 * 53.7 / 20 * 25 $680,486
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.8 * 29605.86 / 60 * 25 $59,212
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,029,881 + $680,486+ $59,212
$2,769,579
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-010
Original Current
FARIBAULT Municipality FARIBAULT
0.05 Segment Length 0.05
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 21 TO CROCKERS CREEK Termini TH 21 TO CROCKERS CREEK
8400 Present AADT 8400
2016 Year of Count 2016
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2010 Latest Year SA funds 2010
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
GRADED 2010, SAP 66-611-010 Comments GRADED 2010, SAP 66-611-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.05 * 2594692.74 / 60 * 25* 1.15
$62,165
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.05 * 3696 * 53.7 / 15 * 25 $16,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.05 * 435114.4 / 60 * 25 $9,065
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $62,165 +$16,540 + $9,065
$122,926
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-011
Original Current
FARIBAULT Municipality FARIBAULT
0.42 Segment Length 0.42
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CROCKERS CREEK TO 0.17 M EOF W LIMS
Termini CROCKERS CREEK TO 0.17 M EOF W LIMS
8400 Present AADT 8400
2016 Year of Count 2016
1.3 Projection Factor 1.3
10920 Projected Traffic 10920
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
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
0.42 * 2594692.74 / 60 * 25* 1.15
$522,182
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 3696 * 53.7 / 15 * 25 $138,933
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 435114.4 / 60 * 25 $76,145
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $522,182 + $138,933+ $76,145
$737,260
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-012
Original Current
FARIBAULT Municipality FARIBAULT
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
0.17 MI TO 0.09 MI E TO W LIMSFARIBAULT
Termini 0.17 MI TO 0.09 MI E TO W LIMSFARIBAULT
5800 Present AADT 5800
2016 Year of Count 2016
1.3 Projection Factor 1.3
7540 Projected Traffic 7540
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
0.08 * 3125117.87 / 60 * 25* 1.15
$119,796
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 53.7 / 15 * 25 $20,793
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1423.62 / 60 * 25 $47
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $119,796 + $20,793 +$47
$140,636
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-016
Original Current
FARIBAULT Municipality FARIBAULT
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
0.17 MI E TO W LIMS FARIBAULT Termini 0.17 MI E TO W LIMS FARIBAULT
5800 Present AADT 5800
2016 Year of Count 2016
1.3 Projection Factor 1.3
7540 Projected Traffic 7540
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
0.09 * 3125117.87 / 60 * 25* 1.15
$134,771
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 53.7 / 15 * 25 $23,392
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 1423.62 / 60 * 25 $53
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $134,771 + $23,392 +$53
$158,216
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-020
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
W LIMS FARIBAULT TO FAI 35 Termini W LIMS FARIBAULT TO FAI 35
4350 Present AADT 4350
2016 Year of Count 2016
1.3 Projection Factor 1.3
5655 Projected Traffic 5655
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 SP 066-611-015 RECONST
RECONSTRUCT IN 2012 - RURALTO URBAN
Comments 2012 SP 066-611-015 RECONST
RECONSTRUCT IN 2012 - RURALTO URBAN
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$449,236
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 53.7 / 15 * 25 $77,972
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 1423.62 / 60 * 25 $178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $449,236 + $77,972 +$178
$527,386
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-025
Original Current
FARIBAULT Municipality FARIBAULT
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
FAI 35 TO .10 MILES WEST Termini FAI 35 TO .10 MILES WEST
2400 Present AADT 2400
2016 Year of Count 2016
1.3 Projection Factor 1.3
3120 Projected Traffic 3120
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 SP 066-611-015 RECONST
RECONSTRUCT IN 2012 - RURALTO URBAN
Comments 2012 SP 066-611-015 RECONST
RECONSTRUCT IN 2012 - RURALTO URBAN
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$149,745
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 53.7 / 15 * 25 $25,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 1423.62 / 60 * 25 $59
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $149,745 + $25,991 +$59
$175,795
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-029
Original Current
FARIBAULT Municipality FARIBAULT
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
FAI 35 TO CSAH 38 Termini FAI 35 TO CSAH 38
2400 Present AADT 2400
2016 Year of Count 2016
1.3 Projection Factor 1.3
3120 Projected Traffic 3120
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 SP 066-611-015 RECONST
GRADED 2007, SAP 66-611-011
Comments 2012 SP 066-611-015 RECONST
GRADED 2007, SAP 66-611-011
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$149,745
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 53.7 / 15 * 25 $25,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 1423.62 / 60 * 25 $59
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $149,745 + $25,991 +$59
$175,795
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-030
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 38 TO 0.8MI NW Termini CSAH 38 TO 0.8MI NW
2400 Present AADT 2400
2016 Year of Count 2016
1.3 Projection Factor 1.3
3120 Projected Traffic 3120
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING 2007 SAP 66-611-011
SAP 66-611-12 GRADE, SURFACEAND STORM SEWER; AWARDED4-22-08, APS
Comments GRADING 2007 SAP 66-611-011
SAP 66-611-12 GRADE, SURFACEAND STORM SEWER; AWARDED4-22-08, APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$898,471
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 53.7 / 15 * 25 $155,945
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 1423.62 / 60 * 25 $356
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $898,471 + $155,945+ $356
$1,054,772
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-031
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
0.6 MI NW OF CSAH 38 TO CSAH37
Termini 0.6 MI NW OF CSAH 38 TO CSAH37
2400 Present AADT 2400
2016 Year of Count 2016
1.3 Projection Factor 1.3
3120 Projected Traffic 3120
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-611-13, 2008 MILL &RECLAMATION
Comments SAP 66-611-13, 2008 MILL &RECLAMATION
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1207339.57 / 60 * 25 *1.1
$830,046
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2376 * 53.7 / 20 * 25 $239,234
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 91732.21 / 60 * 25 $57,333
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $830,046 + $239,234+ $57,333
$1,126,613
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-040
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
CSAH 37 TO 1.0 MI SO OF TH 21 Termini CSAH 37 TO 1.0 MI SO OF TH 21
490 Present AADT 490
2016 Year of Count 2016
1.3 Projection Factor 1.3
637 Projected Traffic 637
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 066-611-016 SOIL NAILS,BASE & BIT PAVING
S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments 2015 SAP 066-611-016 SOIL NAILS,BASE & BIT PAVING
S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
L3945 Structure Number L3945
4.651 Milepoint 4.651
1940 Year Built 1940
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
58 Culvert Length 58
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
1.6 * 922673.31 / 60 * 25 *1.1
$676,627
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 53.7 / 20 * 25 $226,829
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 29605.86 / 60 * 25 $19,737
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 60.00013138 * 16.61 /100 * 25 * 1.15
$16,618
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $676,627 + $226,829+ $19,737 + $16,618
$939,811
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-611-050
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
1.0 MI SO OF TH 21 TO TH 21 Termini 1.0 MI SO OF TH 21 TO TH 21
490 Present AADT 490
2016 Year of Count 2016
1.3 Projection Factor 1.3
637 Projected Traffic 637
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66506 Structure Number 66506
5.35 Milepoint 5.35
1965 Year Built 1965
CANNON RIVER Feature Crossed CANNON RIVER
Type of Service
Number of Spans
247 Bridge Length 247
42.1 Bridge Width 42.1
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
1 * 922673.31 / 60 * 25 * 1.1 $422,892
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.7 / 20 * 25 $141,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 29605.86 / 60 * 25 $12,336
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
247 * 42.1 * 147 / 80 * 25 *1.15
$549,344
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $422,892 + $141,768+ $12,336 + $549,344
$1,126,340
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG W CO LINE TO 1.40 MI WOF CSAH 16
Termini ALONG W CO LINE TO 1.40 MI WOF CSAH 16
205 Present AADT 205
2016 Year of Count 2016
1.3 Projection Factor 1.3
267 Projected Traffic 267
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
1.5 * 922673.31 / 60 * 25 *1.1
$634,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 53.7 / 20 * 25 $212,652
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 29605.86 / 60 * 25 $18,504
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $634,338 + $212,652+ $18,504
$865,494
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-021
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
1.4 MI W OF CSAH 16 TO CSAH 16 Termini 1.4 MI W OF CSAH 16 TO CSAH 16
205 Present AADT 205
2016 Year of Count 2016
1.3 Projection Factor 1.3
267 Projected Traffic 267
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
66-612-016 RESURFACED IN 2006 Comments 66-612-016 RESURFACED IN 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$592,049
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 53.7 / 20 * 25 $198,475
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 29605.86 / 60 * 25 $17,270
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $592,049 + $198,475+ $17,270
$807,794
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-030
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
CSAH 16 TO 3.0 MI E Termini CSAH 16 TO 3.0 MI E
1050 Present AADT 1050
2016 Year of Count 2016
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
66-612-016 RESURFACED IN 2006
SAP 66-612-17 BRIDGE 66J42, LET8-10-06, APS
Comments 66-612-016 RESURFACED IN 2006
SAP 66-612-17 BRIDGE 66J42, LET8-10-06, APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J42 Structure Number 66J42
Milepoint
2007 Year Built 2007
DEVIL CREEK Feature Crossed DEVIL CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
10 Culvert Height 10
84 Culvert Length 84
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
3 * 922673.31 / 60 * 25 * 1.1 $1,268,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.7 / 20 * 25 $425,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 29605.86 / 60 * 25 $37,007
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 99.99986017 * 16.61 /100 * 25 * 1.15
$40,113
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,268,676 + $425,304+ $37,007 + $40,113
$1,771,100
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 MI E CSAH 16 TO CSAH 13 Termini 3.0 MI E CSAH 16 TO CSAH 13
1050 Present AADT 1050
2016 Year of Count 2016
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
66-612-016 RESURFACED IN 2006 Comments 66-612-016 RESURFACED IN 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 922673.31 / 60 * 25 *1.1
$1,480,122
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 53.7 / 20 * 25 $496,188
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 29605.86 / 60 * 25 $43,175
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,480,122 + $496,188+ $43,175
$2,019,485
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-040
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
JCT CSAH 13 TO 0.40 M NE Termini JCT CSAH 13 TO 0.40 M NE
1750 Present AADT 1750
2016 Year of Count 2016
1.3 Projection Factor 1.3
2275 Projected Traffic 2275
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
S.A.P. 66-612-15 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments S.A.P. 66-612-15 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66511 Structure Number 66511
9.71 Milepoint 9.71
1976 Year Built 1976
CANNON-WELLS LAKE CHANNE Feature Crossed CANNON-WELLS LAKE CHANNE
Type of Service
Number of Spans
122.7 Bridge Length 122.7
43.8 Bridge Width 43.8
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
0.4 * 1207339.57 / 60 * 25 *1.1
$221,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 53.7 / 20 * 25 $63,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 91732.21 / 60 * 25 $15,289
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
122.7 * 43.8 * 163 / 80 * 25* 1.15
$314,814
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $221,346 + $63,796 +$15,289 + $314,814
$615,245
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-612-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
0.4 MI NE CSAH 13 TO TH 60 Termini 0.4 MI NE CSAH 13 TO TH 60
1750 Present AADT 1750
2016 Year of Count 2016
1.3 Projection Factor 1.3
2275 Projected Traffic 2275
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
S.A.P. 66-612-15 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments S.A.P. 66-612-15 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$498,028
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 53.7 / 20 * 25 $143,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 91732.21 / 60 * 25 $34,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $498,028 + $143,540+ $34,400
$675,968
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-613-010
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
TH 60 TO C R 71 Termini TH 60 TO C R 71
790 Present AADT 790
2016 Year of Count 2016
1.3 Projection Factor 1.3
1027 Projected Traffic 1027
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
Bridge Information Status: Original
Original Current
66522 Structure Number 66522
0.48 Milepoint 0.48
1996 Year Built 1996
CANNON RIVER Feature Crossed CANNON RIVER
Type of Service
Number of Spans
127 Bridge Length 127
52.8 Bridge Width 52.8
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
0.6 * 3125117.87 / 60 * 25 *1.15
$898,471
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 53.7 / 15 * 25 $155,945
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 1423.62 / 60 * 25 $356
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
127 * 52.8 * 163 / 80 * 25 *1.15
$392,801
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $898,471 + $155,945+ $356 + $392,801
$1,447,573
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-613-020
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
C R 71 TO 0.2 MI NO Termini C R 71 TO 0.2 MI NO
490 Present AADT 490
2016 Year of Count 2016
1.3 Projection Factor 1.3
637 Projected Traffic 637
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
0.2 * 922673.31 / 60 * 25 *1.1
$84,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.7 / 20 * 25 $28,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 29605.86 / 60 * 25 $2,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,578 + $28,354 +$2,467
$115,399
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-613-021
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
FROM 0.2 MI NO C R 71 TO 0.6 MISO CSAH 12
Termini FROM 0.2 MI NO C R 71 TO 0.6 MISO CSAH 12
490 Present AADT 490
2016 Year of Count 2016
1.3 Projection Factor 1.3
637 Projected Traffic 637
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
S.A.P. 66-613-05 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments S.A.P. 66-613-05 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 * 1.1 $845,784
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.7 / 20 * 25 $283,536
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 29605.86 / 60 * 25 $24,672
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,784 + $283,536+ $24,672
$1,153,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-613-030
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
0.6 MI SW CSAH 12 TO CSAH 12 Termini 0.6 MI SW CSAH 12 TO CSAH 12
490 Present AADT 490
2016 Year of Count 2016
1.3 Projection Factor 1.3
637 Projected Traffic 637
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
S.A.P. 66-613-05 MILL ANDOVERLAY, LET 4-7-03 (APS).
Comments S.A.P. 66-613-05 MILL ANDOVERLAY, LET 4-7-03 (APS).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$253,735
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 53.7 / 20 * 25 $85,061
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 29605.86 / 60 * 25 $7,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $253,735 + $85,061 +$7,401
$346,197
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-614-010
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
W CO LINE TO CSAH 16 Termini W CO LINE TO CSAH 16
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
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 * 922673.31 / 60 * 25 * 1.1 $845,784
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.7 / 20 * 25 $283,536
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 29605.86 / 60 * 25 $24,672
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,784 + $283,536+ $24,672
$1,153,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-010
Original Current
MORRISTOWN Municipality MORRISTOWN
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
DIVISION ST TO 3RD ST Termini DIVISION ST TO 3RD ST
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
66-615-08 MILL AND OVERLAYDONE IN 2007
Comments 66-615-08 MILL AND OVERLAYDONE IN 2007
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$389,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2904 * 53.7 / 15 * 25 $67,576
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 1423.62 / 60 * 25 $154
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $389,338 + $67,576 +$154
$457,068
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-011
Original Current
MORRISTOWN Municipality MORRISTOWN
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
3RD ST TO DIXON CREEK Termini 3RD ST TO DIXON CREEK
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
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
0.12 * 3125117.87 / 60 * 25* 1.15
$179,694
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 53.7 / 15 * 25 $31,189
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 1423.62 / 60 * 25 $71
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $179,694 + $31,189 +$71
$210,954
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-020
Original Current
MORRISTOWN Municipality MORRISTOWN
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
DIXON CREEK TO E LIMMORRISTOWN
Termini DIXON CREEK TO E LIMMORRISTOWN
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
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
Bridge Information Status: Original
Original Current
4082 Structure Number 4082
0.43 Milepoint 0.43
1923 Year Built 1923
DIXONS CREEK Feature Crossed DIXONS CREEK
Type of Service
Number of Spans
42.3 Bridge Length 42.3
28.8 Bridge Width 28.8
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
0.15 * 922673.31 / 60 * 25 *1.1
$63,434
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2112 * 53.7 / 20 * 25 $21,265
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 29605.86 / 60 * 25 $1,850
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
42.3 * 28.8 * 163 / 80 * 25 *1.15
$71,362
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $63,434 + $21,265 +$1,850 + $71,362
$157,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM MORRISTOWN TO CSAH 17 Termini E LIM MORRISTOWN TO CSAH 17
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
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
Culvert Information Status: Original
Original Current
66J11 Structure Number 66J11
3.92 Milepoint 3.92
2001 Year Built 2001
MACKENZIE CREEK Feature Crossed MACKENZIE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
86 Culvert Length 86
280.00025431 Area of Waterway Opening 280.00025431
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
4.5 * 922673.31 / 60 * 25 *1.1
$1,903,014
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2112 * 53.7 / 20 * 25 $637,956
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 29605.86 / 60 * 25 $55,511
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
86 * 280.00025431 * 16.61 /100 * 25 * 1.15
$114,991
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,903,014 + $637,956+ $55,511 + $114,991
$2,711,472
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-040
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
CSAH 17 TO 3.00 MILES EAST Termini CSAH 17 TO 3.00 MILES EAST
550 Present AADT 550
2016 Year of Count 2016
1.3 Projection Factor 1.3
715 Projected Traffic 715
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
3 * 922673.31 / 60 * 25 * 1.1 $1,268,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.7 / 20 * 25 $425,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 29605.86 / 60 * 25 $37,007
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,268,676 + $425,304+ $37,007
$1,730,987
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-615-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 M E OF CSAH 17 TO CSAH 45 Termini 3.0 M E OF CSAH 17 TO CSAH 45
550 Present AADT 550
2016 Year of Count 2016
1.3 Projection Factor 1.3
715 Projected Traffic 715
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
0.5 * 922673.31 / 60 * 25 *1.1
$211,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.7 / 20 * 25 $70,884
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 29605.86 / 60 * 25 $6,168
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,446 + $70,884 +$6,168
$288,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-010
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
S CO LINE S LIMITS MORRISTOWN Termini S CO LINE S LIMITS MORRISTOWN
1450 Present AADT 1450
2016 Year of Count 2016
1.3 Projection Factor 1.3
1885 Projected Traffic 1885
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
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 * 1207339.57 / 60 * 25 *1.1
$553,364
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 53.7 / 20 * 25 $159,489
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 91732.21 / 60 * 25 $38,222
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $553,364 + $159,489+ $38,222
$751,075
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-012
Original Current
MORRISTOWN Municipality MORRISTOWN
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
S LIMITS MORRISTOWN TO NLIMITS MORRISTOWN
Termini S LIMITS MORRISTOWN TO NLIMITS MORRISTOWN
1450 Present AADT 1450
2016 Year of Count 2016
1.3 Projection Factor 1.3
1885 Projected Traffic 1885
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
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 * 1207339.57 / 60 * 25 *1.1
$110,673
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 53.7 / 20 * 25 $31,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 91732.21 / 60 * 25 $7,644
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $110,673 + $31,898 +$7,644
$150,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-015
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 LIMITS MORRISTOWN TO SLIMITS MORRISTOWN (OUTSIDE)
Termini N LIMITS MORRISTOWN TO SLIMITS MORRISTOWN (OUTSIDE)
1450 Present AADT 1450
2016 Year of Count 2016
1.3 Projection Factor 1.3
1885 Projected Traffic 1885
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-020
Original Current
MORRISTOWN Municipality MORRISTOWN
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
S LIM MORRISTOWN TO 0.04 MI SOF CHESTNUT ST
Termini S LIM MORRISTOWN TO 0.04 MI SOF CHESTNUT ST
1450 Present AADT 1450
2016 Year of Count 2016
1.3 Projection Factor 1.3
1885 Projected Traffic 1885
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
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 * 1207339.57 / 60 * 25* 1.1
$282,216
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2376 * 53.7 / 20 * 25 $81,339
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 91732.21 / 60 * 25 $19,493
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $282,216 + $81,339 +$19,493
$383,048
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-030
Original Current
MORRISTOWN Municipality MORRISTOWN
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
0.04 MI S OF CHESTNUT TOFRANKLIN
Termini 0.04 MI S OF CHESTNUT TOFRANKLIN
1850 Present AADT 1850
2016 Year of Count 2016
1.3 Projection Factor 1.3
2405 Projected Traffic 2405
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.
Comments GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$509,134
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2904 * 53.7 / 15 * 25 $88,369
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 1423.62 / 60 * 25 $202
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $509,134 + $88,369 +$202
$597,705
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-050
Original Current
MORRISTOWN Municipality MORRISTOWN
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
DIVISION TO 4TH ST ONFRANKLIN
Termini DIVISION TO 4TH ST ONFRANKLIN
1050 Present AADT 1050
2016 Year of Count 2016
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.
Comments GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$329,440
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 2904 * 53.7 / 15 * 25 $57,180
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 1423.62 / 60 * 25 $130
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $329,440 + $57,180 +$130
$386,750
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-051
Original Current
MORRISTOWN Municipality MORRISTOWN
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
FRANKLIN ST TO CANNON RIVER Termini FRANKLIN ST TO CANNON RIVER
1050 Present AADT 1050
2016 Year of Count 2016
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
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
0.08 * 3125117.87 / 60 * 25* 1.15
$119,796
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 53.7 / 15 * 25 $20,793
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 1423.62 / 60 * 25 $47
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $119,796 + $20,793 +$47
$140,636
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-060
Original Current
MORRISTOWN Municipality MORRISTOWN
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
CANNON RIVER TO TH 60 Termini CANNON RIVER TO TH 60
1050 Present AADT 1050
2016 Year of Count 2016
1.3 Projection Factor 1.3
1365 Projected Traffic 1365
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
Bridge Information Status: Original
Original Current
66531 Structure Number 66531
2.44 Milepoint 2.44
2001 Year Built 2001
Cannon River Feature Crossed Cannon River
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Spans 2
108.5 Bridge Length 108.5
53.6 Bridge Width 53.6
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
0.15 * 922673.31 / 60 * 25 *1.1
$63,434
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2112 * 53.7 / 20 * 25 $21,265
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 29605.86 / 60 * 25 $1,850
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
108.5 * 53.6 * 163 / 80 * 25* 1.15
$340,667
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $63,434 + $21,265 +$1,850 + $340,667
$427,216
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-070
Original Current
MORRISTOWN Municipality MORRISTOWN
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 60 TO NO LIMS MORRISTOWN Termini TH 60 TO NO LIMS MORRISTOWN
600 Present AADT 600
2016 Year of Count 2016
1.3 Projection Factor 1.3
780 Projected Traffic 780
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 * 922673.31 / 60 * 25 *1.1
$42,289
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 53.7 / 20 * 25 $14,177
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 29605.86 / 60 * 25 $1,234
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $42,289 + $14,177 +$1,234
$57,700
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM MORRISTOWN TO C R 71 Termini NO LIM MORRISTOWN TO C R 71
600 Present AADT 600
2016 Year of Count 2016
1.3 Projection Factor 1.3
780 Projected Traffic 780
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
2.1 * 922673.31 / 60 * 25 *1.1
$888,073
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 53.7 / 20 * 25 $297,713
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 29605.86 / 60 * 25 $25,905
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $888,073 + $297,713+ $25,905
$1,211,691
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-616-090
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 71 TO CSAH 12 Termini CR 71 TO CSAH 12
445 Present AADT 445
2016 Year of Count 2016
1.3 Projection Factor 1.3
579 Projected Traffic 579
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 066-616-016 CULVERTR&R
Comments 2013 SAP 066-616-016 CULVERTR&R
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88024 Structure Number 88024
6.53 Milepoint 6.53
1964 Year Built 1964
DEVIL CREEK Feature Crossed DEVIL CREEK
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
96 Culvert Length 96
85.00036552 Area of Waterway Opening 85.00036552
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88480 Structure Number 88480
7.27 Milepoint 7.27
1964 Year Built 1964
DEVIL CREEK Feature Crossed DEVIL CREEK
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
72 Culvert Length 72
61.00009769 Area of Waterway Opening 61.00009769
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J49 Structure Number 66J49
4.77 Milepoint 4.77
2013 Year Built 2013
DEVIL CREEK Feature Crossed DEVIL CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
10 Culvert Height 10
140 Culvert Length 140
100.99982648 Area of Waterway Opening 100.99982648
100% Shared Structure 100%
2013 SAP 066-616-016 CULVERTR&R
Comments 2013 SAP 066-616-016 CULVERTR&R
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
2.8 * 922673.31 / 60 * 25 *1.1
$1,184,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 53.7 / 20 * 25 $396,950
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 29605.86 / 60 * 25 $34,540
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
96 * 85.00036552 * 16.61 /100 * 25 * 1.15
$38,967
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 61.00009769 * 16.61 /100 * 25 * 1.15
$20,973
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
140 * 100.99982648 * 16.61/ 100 * 25 * 1.15
$67,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert
$0 + $1,184,097 + $396,950+ $34,540 + $38,967 +$20,973 + $67,524
$1,743,051
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-617-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO 0.2 MI N Termini S CO LINE TO 0.2 MI N
650 Present AADT 650
2016 Year of Count 2016
1.3 Projection Factor 1.3
845 Projected Traffic 845
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
DEFICIENT IN STRUCTURE -COLLECTOR SHOULD BE 10-TONROAD
2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Comments DEFICIENT IN STRUCTURE -COLLECTOR SHOULD BE 10-TONROAD
2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$84,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.7 / 20 * 25 $28,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 29605.86 / 60 * 25 $2,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,578 + $28,354 +$2,467
$115,399
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-617-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI N OF S CO LINE TO CSAH 15 Termini 0.2 MI N OF S CO LINE TO CSAH 15
650 Present AADT 650
2016 Year of Count 2016
1.3 Projection Factor 1.3
845 Projected Traffic 845
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Comments 2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$761,205
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2112 * 53.7 / 20 * 25 $255,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 29605.86 / 60 * 25 $22,204
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $761,205 + $255,182+ $22,204
$1,038,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-617-020
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
CSAH 15 TO TH 60 Termini CSAH 15 TO TH 60
900 Present AADT 900
2016 Year of Count 2016
1.3 Projection Factor 1.3
1170 Projected Traffic 1170
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1979 Latest Year SA funds 1979
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Comments 2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88025 Structure Number 88025
2.46 Milepoint 2.46
1956 Year Built 1956
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
88 Culvert Length 88
61.00009769 Area of Waterway Opening 61.00009769
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
2.3 * 922673.31 / 60 * 25 *1.1
$972,651
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 53.7 / 20 * 25 $326,066
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 29605.86 / 60 * 25 $28,372
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
88 * 61.00009769 * 16.61 /100 * 25 * 1.15
$25,634
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $972,651 + $326,066+ $28,372 + $25,634
$1,352,723
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-618-010
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
CSAH 15 TO CSAH 39 Termini CSAH 15 TO CSAH 39
270 Present AADT 270
2016 Year of Count 2016
1.3 Projection Factor 1.3
351 Projected Traffic 351
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
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 * 922673.31 / 60 * 25 * 1.1 $845,784
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.7 / 20 * 25 $283,536
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 29605.86 / 60 * 25 $24,672
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $845,784 + $283,536+ $24,672
$1,153,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-020
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
CSAH 39 TO SO LIM FARIBAULT Termini CSAH 39 TO SO LIM FARIBAULT
710 Present AADT 710
2016 Year of Count 2016
1.3 Projection Factor 1.3
923 Projected Traffic 923
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-030
Original Current
FARIBAULT Municipality FARIBAULT
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
SO LIM FARIBAULT TO 0.75 MI NO Termini SO LIM FARIBAULT TO 0.75 MI NO
710 Present AADT 710
2016 Year of Count 2016
1.3 Projection Factor 1.3
923 Projected Traffic 923
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-040
Original Current
FARIBAULT Municipality FARIBAULT
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
0.75 MI NO OF SO LIM FARIBAULTTO BOTSFORD CIRCLE
Termini 0.75 MI NO OF SO LIM FARIBAULTTO BOTSFORD CIRCLE
4950 Present AADT 4950
2016 Year of Count 2016
1.3 Projection Factor 1.3
6435 Projected Traffic 6435
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-050
Original Current
FARIBAULT Municipality FARIBAULT
0.4 Segment Length 0.4
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BOTSFORD CIRCLE TO DIVISION Termini BOTSFORD CIRCLE TO DIVISION
5700 Present AADT 5700
2016 Year of Count 2016
1.3 Projection Factor 1.3
7410 Projected Traffic 7410
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-055
Original Current
FARIBAULT Municipality FARIBAULT
0.21 Segment Length 0.21
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
DIVISION TO 2ND ST SO Termini DIVISION TO 2ND ST SO
4200 Present AADT 4200
2016 Year of Count 2016
1.3 Projection Factor 1.3
5460 Projected Traffic 5460
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-618-060
Original Current
FARIBAULT Municipality FARIBAULT
0.1 Segment Length 0.1
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2ND ST SO TO TH 60 Termini 2ND ST SO TO TH 60
4200 Present AADT 4200
2016 Year of Count 2016
1.3 Projection Factor 1.3
5460 Projected Traffic 5460
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
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-619-005
Original Current
FARIBAULT Municipality FARIBAULT
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 45 TO 0.70 MILES SOUTH Termini CSAH 45 TO 0.70 MILES SOUTH
3250 Present AADT 3250
2016 Year of Count 2016
1.3 Projection Factor 1.3
4225 Projected Traffic 4225
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.7 * 3125117.87 / 60 * 25 *1.15
$1,048,217
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 53.7 / 15 * 25 $181,936
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 1423.62 / 60 * 25 $415
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,048,217 + $181,936+ $415
$1,230,568
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-619-010
Original Current
FARIBAULT Municipality FARIBAULT
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
0.7 MI S OF CSAH 45 TO 1.6 MI NOF CSAH 21
Termini 0.7 MI S OF CSAH 45 TO 1.6 MI NOF CSAH 21
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED UNDER 66-619-14 IN2005
ONLY BUILT TO 24X30SURF/RDBD
Comments SURFACED UNDER 66-619-14 IN2005
ONLY BUILT TO 24X30SURF/RDBD
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$253,735
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 53.7 / 20 * 25 $85,061
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 29605.86 / 60 * 25 $7,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $253,735 + $85,061 +$7,401
$346,197
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-619-011
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
1.6 MILE NORTH OF CSAH 21 TOCSAH 21
Termini 1.6 MILE NORTH OF CSAH 21 TOCSAH 21
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND SURFACE UNDER 66-619-14 2005
Comments MILL AND SURFACE UNDER 66-619-14 2005
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J38 Structure Number 66J38
1.155 Milepoint 1.155
2005 Year Built 2005
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
8 Culvert Height 8
76 Culvert Length 76
80.00053397 Area of Waterway Opening 80.00053397
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
1.6 * 922673.31 / 60 * 25 *1.1
$676,627
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 53.7 / 20 * 25 $226,829
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 29605.86 / 60 * 25 $19,737
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
76 * 80.00053397 * 16.61 /100 * 25 * 1.15
$29,034
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $676,627 + $226,829+ $19,737 + $29,034
$952,227
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-619-020
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 21 TO 0.20 MI E OF CSAH 21 Termini CSAH 21 TO 0.20 MI E OF CSAH 21
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2018
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED UNDER 66-619-14 Comments 2018 SAP 066-619-020 / 066-070-018 RC&OLSURFACED UNDER 66-619-14
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66510 Structure Number 66510
2.91 Milepoint 2.91
1975 Year Built 1975
STRAIGHT RIVER Feature Crossed STRAIGHT RIVER
Type of Service
Number of Spans
162.9 Bridge Length 162.9
39.8 Bridge Width 39.8
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
RailRoadCrossingInformation
Status: Original
Original Current
UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD
875735A USDOT Number 875735A
0 Located at Milepoint 0
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
2001 Last Year Protection Upgraded 2001
40 Crossing Length 40
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
0.2 * 922673.31 / 60 * 25 *1.1
$84,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.7 / 20 * 25 $28,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 29605.86 / 60 * 25 $2,467
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
162.9 * 39.8 * 147 / 80 * 25* 1.15
$342,507
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
40 * 1350 / 25 * 25 $54,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + RR CrossingProtection + RR CrossingSurface
$0 + $84,578 + $28,354 +$2,467 + $342,507 +$275,000 + $54,000
$786,906
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-619-021
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
0.2 MI E OF CSAH 21 TO 0.1 MI EOF CO RD 90
Termini 0.2 MI E OF CSAH 21 TO 0.1 MI EOF CO RD 90
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 2018
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments 2018 SAP 066-619-020 / 066-070-018 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 * 922673.31 / 60 * 25 * 1.1 $422,892
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.7 / 20 * 25 $141,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 29605.86 / 60 * 25 $12,336
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $422,892 + $141,768+ $12,336
$576,996
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-619-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 M E OF CR 90 TO CSAH 23 Termini 0.10 M E OF CR 90 TO CSAH 23
670 Present AADT 670
2016 Year of Count 2016
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 2018
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments 2018 SAP 066-619-020 / 066-070-018 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
2.9 * 922673.31 / 60 * 25 *1.1
$1,226,387
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 53.7 / 20 * 25 $411,127
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 29605.86 / 60 * 25 $35,774
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,226,387 + $411,127+ $35,774
$1,673,288
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-619-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO 2.70 MI. E. Termini CSAH 23 TO 2.70 MI. E.
670 Present AADT 670
2016 Year of Count 2016
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 2018
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments 2019 SAP 066-619-020 / 066-070-018 RC&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66528 Structure Number 66528
9.63 Milepoint 9.63
1991 Year Built 1991
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
102.9 Bridge Length 102.9
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
66J44 Structure Number 66J44
8.03 Milepoint 8.03
2009 Year Built 2009
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
75 Culvert Length 75
71.9997271 Area of Waterway Opening 71.9997271
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J45 Structure Number 66J45
9.48 Milepoint 9.48
2009 Year Built 2009
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
73 Culvert Length 73
191.99998986 Area of Waterway Opening 191.99998986
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
2.7 * 922673.31 / 60 * 25 *1.1
$1,141,808
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 53.7 / 20 * 25 $382,774
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 29605.86 / 60 * 25 $33,307
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
102.9 * 39.3 * 163 / 80 * 25* 1.15
$236,888
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
75 * 71.9997271 * 16.61 /100 * 25 * 1.15
$25,787
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
73 * 191.99998986 * 16.61 /100 * 25 * 1.15
$66,932
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert
$0 + $1,141,808 + $382,774+ $33,307 + $236,888 +$25,787 + $66,932
$1,887,496
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-619-032
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.7 MI E OF CSAH 23 TO N JCTCSAH 26
Termini 2.7 MI E OF CSAH 23 TO N JCTCSAH 26
670 Present AADT 670
2016 Year of Count 2016
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 2018
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments 2019 SAP 066-619-020 / 066-070-018 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
2.5 * 922673.31 / 60 * 25 *1.1
$1,057,230
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 53.7 / 20 * 25 $354,420
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 29605.86 / 60 * 25 $30,839
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,057,230 + $354,420+ $30,839
$1,442,489
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-619-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
N JCT CSAH 26 TO EAST COUNTYLINE
Termini N JCT CSAH 26 TO EAST COUNTYLINE
670 Present AADT 670
2016 Year of Count 2016
1.3 Projection Factor 1.3
871 Projected Traffic 871
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
0.8 * 922673.31 / 60 * 25 *1.1
$338,314
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 53.7 / 20 * 25 $113,414
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 29605.86 / 60 * 25 $9,869
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $338,314 + $113,414+ $9,869
$461,597
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-620-010
Original Current
FARIBAULT Municipality FARIBAULT
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
TH 60 TO 2ND ST E IN FARIBAULT Termini TH 60 TO 2ND ST E IN FARIBAULT
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-620-020
Original Current
FARIBAULT Municipality FARIBAULT
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
2ND ST E TO 0.6 M NE Termini 2ND ST E TO 0.6 M NE
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-620-021
Original Current
FARIBAULT Municipality FARIBAULT
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
0.6 M NE OF 2ND ST E TO CSAH 25 Termini 0.6 M NE OF 2ND ST E TO CSAH 25
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-030
Original Current
FARIBAULT Municipality FARIBAULT
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 25 TO E LIMITS FARIBAULT Termini CSAH 25 TO E LIMITS FARIBAULT
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
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
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25* 1.1
$99,606
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2376 * 53.7 / 20 * 25 $28,708
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 91732.21 / 60 * 25 $6,880
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $99,606 + $28,708 +$6,880
$135,194
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-031
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
E LIMS FARIBAULT TO.1 MI NO Termini E LIMS FARIBAULT TO.1 MI NO
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
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
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MI NO OF E LIMS FARIBAULTTO CSAH 27
Termini 0.1 MI NO OF E LIMS FARIBAULTTO CSAH 27
2550 Present AADT 2550
2016 Year of Count 2016
1.3 Projection Factor 1.3
3315 Projected Traffic 3315
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
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 1207339.57 / 60 * 25 *1.1
$1,494,083
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2376 * 53.7 / 20 * 25 $430,620
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 91732.21 / 60 * 25 $103,199
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,494,083 + $430,620+ $103,199
$2,027,902
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.5 Segment Length 6.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 27 TO S LIM DUNDAS Termini CSAH 27 TO S LIM DUNDAS
1800 Present AADT 1800
2016 Year of Count 2016
1.3 Projection Factor 1.3
2340 Projected Traffic 2340
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
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.5 * 1207339.57 / 60 * 25 *1.1
$3,596,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.5 * 2376 * 53.7 / 20 * 25 $1,036,679
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.5 * 91732.21 / 60 * 25 $248,441
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $3,596,866 +$1,036,679 + $248,441
$4,881,986
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-060
Original Current
DUNDAS Municipality DUNDAS
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
S LIM DUNDAS TO TH 3 Termini S LIM DUNDAS TO TH 3
2200 Present AADT 2200
2016 Year of Count 2016
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
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
RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25* 1.1
$71,937
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2376 * 53.7 / 20 * 25 $20,734
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 91732.21 / 60 * 25 $4,969
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $71,937 + $20,734 +$4,969
$97,640
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-070
Original Current
DUNDAS Municipality DUNDAS
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
TH 3 TO 0.26 MI NW Termini TH 3 TO 0.26 MI NW
560 Present AADT 560
2016 Year of Count 2016
1.3 Projection Factor 1.3
728 Projected Traffic 728
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-620-013 M&OL Comments 2017 SAP 066-620-013 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
0.26 * 922673.31 / 60 * 25 *1.1
$109,952
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2112 * 53.7 / 20 * 25 $36,860
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 29605.86 / 60 * 25 $3,207
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $109,952 + $36,860 +$3,207
$150,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-620-080
Original Current
DUNDAS Municipality DUNDAS
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
0.26 MI NW OF TH 3 TO CSAH 1 Termini 0.26 MI NW OF TH 3 TO CSAH 1
770 Present AADT 770
2016 Year of Count 2016
1.3 Projection Factor 1.3
1001 Projected Traffic 1001
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-620-013 M&OL Comments 2017 SAP 066-620-013 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
0.3 * 3125117.87 / 60 * 25 *1.15
$449,236
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 53.7 / 15 * 25 $77,972
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 1423.62 / 60 * 25 $178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $449,236 + $77,972 +$178
$527,386
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-621-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
S CO LINE TO 0.1 MI S JCT CSAH19
Termini S CO LINE TO 0.1 MI S JCT CSAH19
540 Present AADT 540
2016 Year of Count 2016
1.3 Projection Factor 1.3
702 Projected Traffic 702
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-621-005 BR R&R665582015 SP 066-621-004 / 066-070-014FDR & OL
2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018
Comments 2017 SAP 066-621-005 BR R&R665582015 SP 066-621-004 / 066-070-014FDR & OL
2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66558 Structure Number 66558
1.78 Milepoint 1.78
2017 Year Built 2017
MUD CREEK Feature Crossed MUD CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
64.917 Bridge Length 64.917
39.3 Bridge Width 39.3
100% Shared Structure 100%
Bridge 66558 replaces Bridge92131 - SAP 066-621-005
Comments Bridge 66558 replaces Bridge92131 - SAP 066-621-005
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
92130 Structure Number 92130
0.7 Milepoint 0.7
1967 Year Built 1967
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
78 Culvert Length 78
28.00013307 Area of Waterway Opening 28.00013307
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J62 Structure Number 66J62
3.34 Milepoint 3.34
2014 Year Built 2014
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
72 Culvert Length 72
140 Area of Waterway Opening 140
100% Shared Structure 100%
2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018
Comments 2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018
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
3.2 * 922673.31 / 60 * 25 *1.1
$1,353,254
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 53.7 / 20 * 25 $453,658
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 29605.86 / 60 * 25 $39,474
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
64.917 * 39.3 * 163 / 80 * 25* 1.15
$149,447
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 28.00013307 * 16.61 /100 * 25 * 1.15
$10,429
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 140 * 16.61 / 100 * 25 *1.15
$48,136
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert
$0 + $1,353,254 + $453,658+ $39,474 + $149,447 +$10,429 + $48,136
$2,054,398
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-621-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MI S OF CSAH 19 TO CSAH 19 Termini 0.1 MI S OF CSAH 19 TO CSAH 19
540 Present AADT 540
2016 Year of Count 2016
1.3 Projection Factor 1.3
702 Projected Traffic 702
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
0.1 * 922673.31 / 60 * 25 *1.1
$42,289
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 53.7 / 20 * 25 $14,177
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 29605.86 / 60 * 25 $1,234
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $42,289 + $14,177 +$1,234
$57,700
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-622-010
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 20 TO C R 84 Termini CSAH 20 TO C R 84
620 Present AADT 620
2016 Year of Count 2016
1.3 Projection Factor 1.3
806 Projected Traffic 806
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1977 Latest Year SA funds 1977
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
0.6 * 922673.31 / 60 * 25 *1.1
$253,735
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 53.7 / 20 * 25 $85,061
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 29605.86 / 60 * 25 $7,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $253,735 + $85,061 +$7,401
$346,197
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-622-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 84 TO 0.2 MI SOUTH OF TH 246 Termini CR 84 TO 0.2 MI SOUTH OF TH 246
1300 Present AADT 1300
2016 Year of Count 2016
1.3 Projection Factor 1.3
1690 Projected Traffic 1690
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
2.1 * 1207339.57 / 60 * 25 *1.1
$1,162,064
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2376 * 53.7 / 20 * 25 $334,927
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 91732.21 / 60 * 25 $80,266
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,162,064 + $334,927+ $80,266
$1,577,257
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-622-030
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
0.2 MI S OF TH 246 TO TH 246 Termini 0.2 MI S OF TH 246 TO TH 246
1300 Present AADT 1300
2016 Year of Count 2016
1.3 Projection Factor 1.3
1690 Projected Traffic 1690
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 * 1207339.57 / 60 * 25 *1.1
$110,673
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 53.7 / 20 * 25 $31,898
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 91732.21 / 60 * 25 $7,644
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $110,673 + $31,898 +$7,644
$150,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-623-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO CO LINE TO CSAH 19 Termini SO CO LINE TO CSAH 19
610 Present AADT 610
2016 Year of Count 2016
1.3 Projection Factor 1.3
793 Projected Traffic 793
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-623-012 RC&OL Comments 2017 SAP 066-623-012 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
3 * 922673.31 / 60 * 25 * 1.1 $1,268,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.7 / 20 * 25 $425,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 29605.86 / 60 * 25 $37,007
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,268,676 + $425,304+ $37,007
$1,730,987
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-623-020
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
CSAH 19 TO TH 60 Termini CSAH 19 TO TH 60
610 Present AADT 610
2016 Year of Count 2016
1.3 Projection Factor 1.3
793 Projected Traffic 793
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-623-012 RC&OL2013 SAP 066-623-010 CULVERTR&R 66J58
Comments 2017 SAP 066-623-012 RC&OL2013 SAP 066-623-010 CULVERTR&R 66J58
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88029 Structure Number 88029
4.1 Milepoint 4.1
1959 Year Built 1959
STREAM Feature Crossed STREAM
Type of Service
3 Number of Barrels 3
4 Culvert Width 4
4 Culvert Height 4
56 Culvert Length 56
37.99979617 Area of Waterway Opening 37.99979617
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J58 Structure Number 66J58
4.94 Milepoint 4.94
2013 Year Built 2013
DITCH Feature Crossed DITCH
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
9 Culvert Height 9
75 Culvert Length 75
216 Area of Waterway Opening 216
100% Shared Structure 100%
2013 SAP 066-623-010 CULVERTR&R
Comments 2013 SAP 066-623-010 CULVERTR&R
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
3 * 922673.31 / 60 * 25 * 1.1 $1,268,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.7 / 20 * 25 $425,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 29605.86 / 60 * 25 $37,007
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 37.99979617 * 16.61 /100 * 25 * 1.15
$10,162
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
75 * 216 * 16.61 / 100 * 25 *1.15
$77,361
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,268,676 + $425,304+ $37,007 + $10,162 +$77,361
$1,818,510
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-623-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 60 TO CSAH 27 Termini TH 60 TO CSAH 27
480 Present AADT 480
2016 Year of Count 2016
1.3 Projection Factor 1.3
624 Projected Traffic 624
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
2010 SAP 066-623-009, entry tocorrect deck size per Br Log 2017,JP
2014 SAP 066-623-011 CULVERTR&R
SAP 66-623-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Comments 2010 SAP 066-623-009, entry tocorrect deck size per Br Log 2017,JP
2014 SAP 066-623-011 CULVERTR&R
SAP 66-623-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66553 Structure Number 66553
0.6 Milepoint 0.6
2010 Year Built 2010
FALLS CREEK Feature Crossed FALLS CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
58.7 Bridge Length 58.7
39.3 Bridge Width 39.3
100% Shared Structure 100%
2010 SAP 066-623-009, entry tocorrect deck size per Br Log, JP
Comments 2010 SAP 066-623-009, entry tocorrect deck size per Br Log, JP
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
66J68 Structure Number 66J68
1.24 Milepoint 1.24
2014 Year Built 2014
stream Feature Crossed stream
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
73 Culvert Length 73
50 Area of Waterway Opening 50
100% Shared Structure 100%
2014 SAP 066-623-011 CULVERTR&R NEW STRUCTUREREPLACING AN EXISTINGCULVERT (9FT) THAT WASDEFICIENT IN HYDRAULICCAPACITY
Comments 2014 SAP 066-623-011 CULVERTR&R NEW STRUCTUREREPLACING AN EXISTINGCULVERT (9FT) THAT WASDEFICIENT IN HYDRAULICCAPACITY
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
3.1 * 922673.31 / 60 * 25 *1.1
$1,310,965
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 53.7 / 20 * 25 $439,481
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 29605.86 / 60 * 25 $38,241
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
58.7 * 39.3 * 163 / 80 * 25 *1.15
$135,134
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
73 * 50 * 16.61 / 100 * 25 *1.15
$17,430
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,310,965 + $439,481+ $38,241 + $135,134 +$17,430
$1,941,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-625-010
Original Current
FARIBAULT Municipality FARIBAULT
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
CSAH 20 TO E LIMS OFFARIBAULT
Termini CSAH 20 TO E LIMS OFFARIBAULT
760 Present AADT 760
2016 Year of Count 2016
1.3 Projection Factor 1.3
988 Projected Traffic 988
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONDITIONING UNDER SAP 66-625-010, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-625-010, LET 3-20-01. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$54,976
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2112 * 53.7 / 20 * 25 $18,430
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 29605.86 / 60 * 25 $1,604
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $54,976 + $18,430 +$1,604
$75,010
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-625-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM FARIBAULT TO CSAH 23 Termini E LIM FARIBAULT TO CSAH 23
760 Present AADT 760
2016 Year of Count 2016
1.3 Projection Factor 1.3
988 Projected Traffic 988
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONDITIONING UNDER SAP 66-625-010, LET 3-20-01. APS
Comments RECONDITIONING UNDER SAP 66-625-010, LET 3-20-01. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
L3919 Structure Number L3919
2.32 Milepoint 2.32
1958 Year Built 1958
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
5 Culvert Width 5
3 Culvert Height 3
54 Culvert Length 54
23.00030152 Area of Waterway Opening 23.00030152
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
4 * 922673.31 / 60 * 25 * 1.1 $1,691,568
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.7 / 20 * 25 $567,072
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 29605.86 / 60 * 25 $49,343
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 23.00030152 * 16.61 /100 * 25 * 1.15
$5,931
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,691,568 + $567,072+ $49,343 + $5,931
$2,313,914
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-626-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO CO LINE TO CSAH 19 Termini SO CO LINE TO CSAH 19
460 Present AADT 460
2016 Year of Count 2016
1.3 Projection Factor 1.3
598 Projected Traffic 598
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
Culvert Information Status: Original
Original Current
92598 Structure Number 92598
1.49 Milepoint 1.49
1965 Year Built 1965
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
50 Culvert Length 50
96.99996124 Area of Waterway Opening 96.99996124
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
92771 Structure Number 92771
2.47 Milepoint 2.47
1966 Year Built 1966
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
9 Culvert Width 9
6 Culvert Height 6
60 Culvert Length 60
86.00033183 Area of Waterway Opening 86.00033183
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
3 * 922673.31 / 60 * 25 * 1.1 $1,268,676
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.7 / 20 * 25 $425,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 29605.86 / 60 * 25 $37,007
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 96.99996124 * 16.61 /100 * 25 * 1.15
$23,161
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 86.00033183 * 16.61 /100 * 25 * 1.15
$24,641
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,268,676 + $425,304+ $37,007 + $23,161 +$24,641
$1,778,789
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-626-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO TH 60 Termini CSAH 19 TO TH 60
255 Present AADT 255
2016 Year of Count 2016
1.3 Projection Factor 1.3
332 Projected Traffic 332
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 066-626-013 BR 66554R&R
SEG 020 & 030 COMBINED IN 2005
Comments 2013 SAP 066-626-013 BR 66554R&R
SEG 020 & 030 COMBINED IN 2005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66554 Structure Number 66554
1.7 Milepoint 1.7
2013 Year Built 2013
North Fork of Zumbro River Feature Crossed North Fork of Zumbro River
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
76.85 Bridge Length 76.85
39.33 Bridge Width 39.33
100% Shared Structure 100%
2013 SAP 066-626-013 BR 66554R&R
Comments 2013 SAP 066-626-013 BR 66554R&R
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
2.3 * 922673.31 / 60 * 25 *1.1
$972,651
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 53.7 / 20 * 25 $326,066
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 29605.86 / 60 * 25 $28,372
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
76.85 * 39.33 * 163 / 80 * 25* 1.15
$177,053
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $972,651 + $326,066+ $28,372 + $177,053
$1,504,142
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-626-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.2 Segment Length 4.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 60 TO S LIM NERSTRAND Termini TH 60 TO S LIM NERSTRAND
500 Present AADT 500
2016 Year of Count 2016
1.3 Projection Factor 1.3
650 Projected Traffic 650
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
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
66J53 Structure Number 66J53
Milepoint
2010 Year Built 2010
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
4 Culvert Width 4
4 Culvert Height 4
36 Culvert Length 36
50.00046828 Area of Waterway Opening 50.00046828
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J57 Structure Number 66J57
Milepoint
2010 Year Built 2010
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
6 Culvert Width 6
6 Culvert Height 6
58 Culvert Length 58
97.99992755 Area of Waterway Opening 97.99992755
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
4.2 * 922673.31 / 60 * 25 *1.1
$1,776,146
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 53.7 / 20 * 25 $595,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 29605.86 / 60 * 25 $51,810
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
36 * 50.00046828 * 16.61 /100 * 25 * 1.15
$8,596
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 97.99992755 * 16.61 /100 * 25 * 1.15
$27,143
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,776,146 + $595,426+ $51,810 + $8,596 +$27,143
$2,459,121
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-626-050
Original Current
NERSTRAND Municipality NERSTRAND
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
SO LIM NERSTRAND TO TH 246 Termini SO LIM NERSTRAND TO TH 246
500 Present AADT 500
2016 Year of Count 2016
1.3 Projection Factor 1.3
650 Projected Traffic 650
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
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 * 922673.31 / 60 * 25 *1.1
$211,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.7 / 20 * 25 $70,884
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 29605.86 / 60 * 25 $6,168
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,446 + $70,884 +$6,168
$288,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-627-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.5 Segment Length 7.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 20 TO TH 246 Termini CSAH 20 TO TH 246
710 Present AADT 710
2016 Year of Count 2016
1.3 Projection Factor 1.3
923 Projected Traffic 923
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 066-627-004 CULVERTR&R BR
COMBINED 010, 011 & 020 IN 2005
Comments 2013 SAP 066-627-004 CULVERTR&R BR
COMBINED 010, 011 & 020 IN 2005
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
4053 Structure Number 4053
5.13 Milepoint 5.13
1923 Year Built 1923
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
72 Culvert Length 72
168.99968834 Area of Waterway Opening 168.99968834
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J66 Structure Number 66J66
6.76 Milepoint 6.76
2013 Year Built 2013
DITCH Feature Crossed DITCH
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
73 Culvert Length 73
40 Area of Waterway Opening 40
100% Shared Structure 100%
2013 SAP 066-627-004 CULVERTR&R BR
Comments 2013 SAP 066-627-004 CULVERTR&R BR
1 Culvert Group Code 1
Segment Cost
Information
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.5 * 922673.31 / 60 * 25 *1.1
$3,171,690
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.5 * 2112 * 53.7 / 20 * 25 $1,063,260
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.5 * 29605.86 / 60 * 25 $92,518
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 168.99968834 * 16.61 /100 * 25 * 1.15
$58,107
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
73 * 40 * 16.61 / 100 * 25 *1.15
$13,944
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $3,171,690 +$1,063,260 + $92,518 +$58,107 + $13,944
$4,399,519
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-628-040
Original Current
NORTHFIELD Municipality NORTHFIELD
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
TH 246 TO COLLEGE AVE Termini TH 246 TO COLLEGE AVE
5300 Present AADT 5300
2016 Year of Count 2016
1.3 Projection Factor 1.3
6890 Projected Traffic 6890
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 SAP 066-628-008 RECONST Comments 2016 SAP 066-628-008 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 * 3125117.87 / 60 * 25* 1.15
$344,414
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 53.7 / 15 * 25 $59,779
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 1423.62 / 60 * 25 $136
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $344,414 + $59,779 +$136
$404,329
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-628-050
Original Current
NORTHFIELD Municipality NORTHFIELD
0.49 Segment Length 0.49
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
COLLEGE TO PRAIRIE AVE Termini COLLEGE TO PRAIRIE AVE
3450 Present AADT 3450
2016 Year of Count 2016
1.3 Projection Factor 1.3
4485 Projected Traffic 4485
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 SAP 066-628-008 RECONST Comments 2016 SAP 066-628-008 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
0.49 * 3125117.87 / 60 * 25* 1.15
$733,752
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2904 * 53.7 / 15 * 25 $127,355
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 1423.62 / 60 * 25 $291
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $733,752 + $127,355+ $291
$861,398
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-628-051
Original Current
NORTHFIELD Municipality NORTHFIELD
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
PRAIRIE AVE TO SPRING CRKROAD
Termini PRAIRIE AVE TO SPRING CRKROAD
2200 Present AADT 2200
2016 Year of Count 2016
1.3 Projection Factor 1.3
2860 Projected Traffic 2860
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 66-628-007 AWARDED 8/25/08RLL
Comments SP 66-628-007 AWARDED 8/25/08RLL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25 *1.15
$449,236
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 53.7 / 15 * 25 $77,972
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 1423.62 / 60 * 25 $178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $449,236 + $77,972 +$178
$527,386
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-628-060
Original Current
NORTHFIELD Municipality NORTHFIELD
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
SPRING CRK ROAD TO E LIMSNORTHFIELD
Termini SPRING CRK ROAD TO E LIMSNORTHFIELD
2100 Present AADT 2100
2016 Year of Count 2016
1.3 Projection Factor 1.3
2730 Projected Traffic 2730
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
BOTH STRUCTURES EXTENDEDUNDER SP 66-628-007 AWARDED8/25/08 RLL
Comments BOTH STRUCTURES EXTENDEDUNDER SP 66-628-007 AWARDED8/25/08 RLL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J30 Structure Number 66J30
2.74 Milepoint 2.74
1940 Year Built 1940
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
104 Culvert Length 104
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88484 Structure Number 88484
2.7 Milepoint 2.7
1940 Year Built 1940
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
104 Culvert Length 104
50.00046828 Area of Waterway Opening 50.00046828
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
0.5 * 3125117.87 / 60 * 25 *1.15
$748,726
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2904 * 53.7 / 15 * 25 $129,954
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 1423.62 / 60 * 25 $297
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
104 * 60.00013138 * 16.61 /100 * 25 * 1.15
$29,798
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
104 * 50.00046828 * 16.61 /100 * 25 * 1.15
$24,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $748,726 + $129,954+ $297 + $29,798 +$24,832
$933,607
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-628-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 M E OF E LIM NORTHFIELD TOCSAH 42
Termini 0.4 M E OF E LIM NORTHFIELD TOCSAH 42
385 Present AADT 385
2016 Year of Count 2016
1.3 Projection Factor 1.3
501 Projected Traffic 501
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
2.7 * 922673.31 / 60 * 25 *1.1
$1,141,808
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 53.7 / 20 * 25 $382,774
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 29605.86 / 60 * 25 $33,307
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,141,808 + $382,774+ $33,307
$1,557,889
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-629-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 3 TO CSAH 20 Termini TH 3 TO CSAH 20
520 Present AADT 520
2016 Year of Count 2016
1.3 Projection Factor 1.3
676 Projected Traffic 676
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 SP 066-629-014 / 066-070-013FDR & OL
Comments 2015 SP 066-629-014 / 066-070-013FDR & OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66548 Structure Number 66548
0.04 Milepoint 0.04
2007 Year Built 2007
CANNON RIVER Feature Crossed CANNON RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
156.5 Bridge Length 156.5
47.33 Bridge Width 47.33
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
3.7 * 922673.31 / 60 * 25 *1.1
$1,564,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 53.7 / 20 * 25 $524,542
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 29605.86 / 60 * 25 $45,642
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
156.5 * 47.33 * 147 / 80 * 25* 1.15
$391,306
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,564,700 + $524,542+ $45,642 + $391,306
$2,526,190
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-629-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 20 TO TWP RD/FALK AVE. Termini CSAH 20 TO TWP RD/FALK AVE.
160 Present AADT 160
2016 Year of Count 2016
1.3 Projection Factor 1.3
208 Projected Traffic 208
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-629-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TWP RD/FALK AVE. TO 1.50 MI WOF TH 246
Termini TWP RD/FALK AVE. TO 1.50 MI WOF TH 246
95 Present AADT 95
2016 Year of Count 2016
1.3 Projection Factor 1.3
124 Projected Traffic 124
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-629-13 BRIDGE 66J51(NEW STRUCTURE TO REPLACE60" CMP), AWARDED 7-8-08, APS
Comments SAP 66-629-13 BRIDGE 66J51(NEW STRUCTURE TO REPLACE60" CMP), AWARDED 7-8-08, APS
Interchange Override
Segment Override
Bridge Information Status: Deleted
Original Current
66534 Structure Number 66534
7.94 Milepoint 7.94
2001 Year Built 2001
Stream Feature Crossed Stream
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Spans 2
51.4 Bridge Length 51.4
33.6 Bridge Width 33.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Deleted
Original Current
66J12 Structure Number 66J12
5.52 Milepoint 5.52
2001 Year Built 2001
Stream Feature Crossed Stream
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
9 Culvert Height 9
77 Culvert Length 77
90.00019707 Area of Waterway Opening 90.00019707
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Deleted
Original Current
66J51 Structure Number 66J51
7.05 Milepoint 7.05
2008 Year Built 2008
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
55 Culvert Length 55
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-629-035
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.5 MI W TH 246 TO TH 246 Termini NERSTRAND BIG WOODS STATEPARK AREA TO TH 246
245 Present AADT 245
2016 Year of Count 2016
1.3 Projection Factor 1.3
319 Projected Traffic 319
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
66-629-11 MILL AND OVERLAY IN2007 SPR$$
Comments 66-629-11 MILL AND OVERLAY IN2007 SPR$$
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$507,470
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 53.7 / 20 * 25 $170,122
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 29605.86 / 60 * 25 $14,803
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $507,470 + $170,122+ $14,803
$692,395
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-630-001
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
EAST JCT TH 246 TO 1.30 MI W Termini EAST JCT TH 246 TO 1.30 MI W
210 Present AADT 210
2016 Year of Count 2016
1.3 Projection Factor 1.3
273 Projected Traffic 273
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 066-630-004 CUL# 66J48REPLACES 93116
Comments 2012 SAP 066-630-004 CUL# 66J48REPLACES 93116
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J48 Structure Number 66J48
0.36 Milepoint 0.36
2012 Year Built 2012
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
110 Culvert Length 110
112 Area of Waterway Opening 112
100% Shared Structure 100%
2012 SAP 066-630-004 CUL# 66J48REPLACES 93116
Comments 2012 SAP 066-630-004 CUL# 66J48REPLACES 93116
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93117 Structure Number 93117
0.76 Milepoint 0.76
1975 Year Built 1975
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
98 Culvert Length 98
158.00005893 Area of Waterway Opening 158.00005893
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
1.3 * 922673.31 / 60 * 25 *1.1
$549,760
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 53.7 / 20 * 25 $184,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 29605.86 / 60 * 25 $16,037
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
110 * 112 * 16.61 / 100 * 25* 1.15
$58,833
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
98 * 158.00005893 * 16.61 /100 * 25 * 1.15
$73,942
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $549,760 + $184,298+ $16,037 + $58,833 +$73,942
$882,870
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-630-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.3 Segment Length 5.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.30 MI W OF EAST JCT TH 246 TONORTH JCT TH 246
Termini 1.30 MI W OF EAST JCT TH 246 TONORTH JCT TH 246
210 Present AADT 210
2016 Year of Count 2016
1.3 Projection Factor 1.3
273 Projected Traffic 273
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED 010, 011 & 020 IN 2005COMBINED 005 & 010 IN 2006
Comments COMBINED 010, 011 & 020 IN 2005COMBINED 005 & 010 IN 2006
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J03 Structure Number 66J03
3.55 Milepoint 3.55
1996 Year Built 1996
PRAIRIE CREEK Feature Crossed PRAIRIE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
9 Culvert Height 9
68 Culvert Length 68
269.99951482 Area of Waterway Opening 269.99951482
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
66J04 Structure Number 66J04
2.78 Milepoint 2.78
1996 Year Built 1996
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
10 Culvert Height 10
82 Culvert Length 82
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
5.3 * 922673.31 / 60 * 25 *1.1
$2,241,327
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.3 * 2112 * 53.7 / 20 * 25 $751,370
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.3 * 29605.86 / 60 * 25 $65,380
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
68 * 269.99951482 * 16.61 /100 * 25 * 1.15
$87,676
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 99.99986017 * 16.61 /100 * 25 * 1.15
$39,158
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $2,241,327 + $751,370+ $65,380 + $87,676 +$39,158
$3,184,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-631-010
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
TH 246 TO W. LIMITS OFDENNISON
Termini TH 246 TO W. LIMITS OFDENNISON
2900 Present AADT 2900
2016 Year of Count 2016
1.3 Projection Factor 1.3
3770 Projected Traffic 3770
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEG 010 & 020 IN 2005
SAP 66-631-03/-04/-05/-06 GRADE,SURFACE AND BRIDGES 66542,66J22, AND 66541, LET 5-19-05.APS
Comments COMBINED SEG 010 & 020 IN 2005
SAP 66-631-03/-04/-05/-06 GRADE,SURFACE AND BRIDGES 66542,66J22, AND 66541, LET 5-19-05.APS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66541 Structure Number 66541
0.67 Milepoint 0.67
2005 Year Built 2005
PRAIRIE CREEK Feature Crossed PRAIRIE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
73.5 Bridge Length 73.5
47.3 Bridge Width 47.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
66542 Structure Number 66542
1.73 Milepoint 1.73
2005 Year Built 2005
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
73.5 Bridge Length 73.5
47.3 Bridge Width 47.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
66J22 Structure Number 66J22
0.1 Milepoint 0.1
2005 Year Built 2005
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
84 Culvert Length 84
223.99998817 Area of Waterway Opening 223.99998817
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
1.9 * 1207339.57 / 60 * 25 *1.1
$1,051,392
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2376 * 53.7 / 20 * 25 $303,029
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 91732.21 / 60 * 25 $72,621
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
73.5 * 47.3 * 163 / 80 * 25 *1.15
$203,650
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
73.5 * 47.3 * 163 / 80 * 25 *1.15
$203,650
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 223.99998817 * 16.61 /100 * 25 * 1.15
$89,853
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Culvert
$0 + $1,051,392 + $303,029+ $72,621 + $203,650 +$203,650 + $89,853
$1,924,195
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-631-030
Original Current
DENNISON Municipality DENNISON
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
W LIM DENNISON TO E CO LINE Termini W LIM DENNISON TO E CO LINE
2900 Present AADT 2900
2016 Year of Count 2016
1.3 Projection Factor 1.3
3770 Projected Traffic 3770
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED UNDER 66-631-004COMBINED SEGMENTS 025 & 030IN 2006
Comments RECONSTRUCTED UNDER 66-631-004COMBINED SEGMENTS 025 & 030IN 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-632-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TWP RD ALONG CO LINE TO 0.30MI W OF CSAH 26
Termini TWP RD ALONG CO LINE TO 0.30MI W OF CSAH 26
330 Present AADT 330
2016 Year of Count 2016
1.3 Projection Factor 1.3
429 Projected Traffic 429
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1978 Latest Year SA funds 1978
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
BRIDGE 4052 REBUILT AS 74J01.SHOULD ONLY APPEAR INSTEELE COUNTY'S DATABASE.APS
Comments BRIDGE 4052 REBUILT AS 74J01.SHOULD ONLY APPEAR INSTEELE COUNTY'S DATABASE.APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.8 * 922673.31 / 60 * 25 *1.1
$1,184,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 53.7 / 20 * 25 $396,950
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 29605.86 / 60 * 25 $34,540
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,184,097 + $396,950+ $34,540
$1,615,587
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-632-020
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 W TO CSAH 26 Termini 0.3 MI W TO CSAH 26
330 Present AADT 330
2016 Year of Count 2016
1.3 Projection Factor 1.3
429 Projected Traffic 429
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1978 Latest Year SA funds 1978
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 * 922673.31 / 60 * 25 *1.1
$126,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 53.7 / 20 * 25 $42,530
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 29605.86 / 60 * 25 $3,701
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $126,868 + $42,530 +$3,701
$173,099
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO S LIMITS LONSDALE Termini CSAH 1 TO S LIMITS LONSDALE
780 Present AADT 780
2016 Year of Count 2016
1.3 Projection Factor 1.3
1014 Projected Traffic 1014
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-633-009 RC&OL
2014 SAP 066-633-008 RC&OL @INTERSECTION
Comments 2017 SAP 066-633-009 RC&OL
2014 SAP 066-633-008 RC&OL @INTERSECTION
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 922673.31 / 60 * 25 *1.1
$930,362
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 53.7 / 20 * 25 $311,890
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 29605.86 / 60 * 25 $27,139
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $930,362 + $311,890+ $27,139
$1,269,391
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-013
Original Current
LONSDALE Municipality LONSDALE
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
S LIMITS TO W LIMS LONSDALE Termini S LIMITS TO W LIMS LONSDALE
780 Present AADT 780
2016 Year of Count 2016
1.3 Projection Factor 1.3
1014 Projected Traffic 1014
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-633-009 RC&OL Comments 2017 SAP 066-633-009 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 * 922673.31 / 60 * 25 *1.1
$211,446
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.7 / 20 * 25 $70,884
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 29605.86 / 60 * 25 $6,168
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $211,446 + $70,884 +$6,168
$288,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-017
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 LIMS TO S LIMITS LONSDALE(OUTSIDE)
Termini W LIMS TO S LIMITS LONSDALE(OUTSIDE)
780 Present AADT 780
2016 Year of Count 2016
1.3 Projection Factor 1.3
1014 Projected Traffic 1014
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2017 Latest Year SA funds 2017
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2017 SAP 066-633-009 RC&OL Comments 2017 SAP 066-633-009 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 * 922673.31 / 60 * 25 *1.1
$169,157
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 53.7 / 20 * 25 $56,707
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 29605.86 / 60 * 25 $4,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $169,157 + $56,707 +$4,934
$230,798
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-020
Original Current
LONSDALE Municipality LONSDALE
0.05 Segment Length 0.05
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM LONSDALE TO 0.05 NO Termini SO LIM LONSDALE TO 0.05 NO
780 Present AADT 780
2016 Year of Count 2016
1.3 Projection Factor 1.3
1014 Projected Traffic 1014
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
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
0.05 * 922673.31 / 60 * 25 *1.1
$21,145
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.05 * 2112 * 53.7 / 20 * 25 $7,088
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.05 * 29605.86 / 60 * 25 $617
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $21,145 + $7,088 +$617
$28,850
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-030
Original Current
LONSDALE Municipality LONSDALE
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
0.05 M N OF S LIMS TO SWFLORIDA ST.
Termini 0.05 M N OF S LIMS TO SWFLORIDA ST.
780 Present AADT 780
2016 Year of Count 2016
1.3 Projection Factor 1.3
1014 Projected Traffic 1014
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$179,694
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 53.7 / 15 * 25 $31,189
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 1423.62 / 60 * 25 $71
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $179,694 + $31,189 +$71
$210,954
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-040
Original Current
LONSDALE Municipality LONSDALE
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
SW FLORIDA ST TO SWCOLORADO ST
Termini SW FLORIDA ST TO SWCOLORADO ST
1400 Present AADT 1400
2016 Year of Count 2016
1.3 Projection Factor 1.3
1820 Projected Traffic 1820
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$209,643
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 53.7 / 15 * 25 $36,387
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 1423.62 / 60 * 25 $83
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $209,643 + $36,387 +$83
$246,113
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-050
Original Current
LONSDALE Municipality LONSDALE
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
SW COLORADO ST. TO SEARIZONA ST.
Termini SW COLORADO ST. TO SEARIZONA ST.
1400 Present AADT 1400
2016 Year of Count 2016
1.3 Projection Factor 1.3
1820 Projected Traffic 1820
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$89,847
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 53.7 / 15 * 25 $15,594
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 1423.62 / 60 * 25 $36
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $89,847 + $15,594 +$36
$105,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-060
Original Current
LONSDALE Municipality LONSDALE
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
SE ARIZONA ST. TO ALABAMA ST. Termini SE ARIZONA ST. TO ALABAMA ST.
1400 Present AADT 1400
2016 Year of Count 2016
1.3 Projection Factor 1.3
1820 Projected Traffic 1820
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$59,898
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 53.7 / 15 * 25 $10,396
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 1423.62 / 60 * 25 $24
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,898 + $10,396 +$24
$70,318
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-065
Original Current
LONSDALE Municipality LONSDALE
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
ALABAMA ST TO E JCT TH 19 Termini ALABAMA ST TO E JCT TH 19
1400 Present AADT 1400
2016 Year of Count 2016
1.3 Projection Factor 1.3
1820 Projected Traffic 1820
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$104,822
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.7 / 15 * 25 $18,194
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 1423.62 / 60 * 25 $42
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $104,822 + $18,194 +$42
$123,058
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-070
Original Current
LONSDALE Municipality LONSDALE
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
E JCT TH 19 TO RAILWAY ST. Termini E JCT TH 19 TO RAILWAY ST.
1200 Present AADT 1200
2016 Year of Count 2016
1.3 Projection Factor 1.3
1560 Projected Traffic 1560
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 66-633-06 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Comments SAP 66-633-06 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$104,822
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.7 / 15 * 25 $18,194
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 1423.62 / 60 * 25 $42
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $104,822 + $18,194 +$42
$123,058
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-633-080
Original Current
LONSDALE Municipality LONSDALE
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
FROM RAILWAY ST ON MAIN TO70TH ST W
Termini FROM RAILWAY ST ON MAIN TO70TH ST W
950 Present AADT 950
2016 Year of Count 2016
1.3 Projection Factor 1.3
1235 Projected Traffic 1235
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
CO 93361 - EXTEND 33 Comments CO 93361 - EXTEND 33
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$479,185
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2904 * 53.7 / 15 * 25 $83,171
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 1423.62 / 60 * 25 $190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $479,185 + $83,171 +$190
$562,546
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-634-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.3 Segment Length 4.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO TH 19 Termini CSAH 1 TO TH 19
280 Present AADT 280
2016 Year of Count 2016
1.3 Projection Factor 1.3
364 Projected Traffic 364
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 066-634-004 M&OL TURNLN
Comments 2012 SAP 066-634-004 M&OL TURNLN
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97419 Structure Number 97419
4.168 Milepoint 4.168
1990 Year Built 1990
KNOWLES CREEK Feature Crossed KNOWLES CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
142 Culvert Length 142
51.00043459 Area of Waterway Opening 51.00043459
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
97635 Structure Number 97635
1.08 Milepoint 1.08
1995 Year Built 1995
HEATH CREEK Feature Crossed HEATH CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
126 Culvert Length 126
95.99999493 Area of Waterway Opening 95.99999493
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
4.3 * 922673.31 / 60 * 25 *1.1
$1,818,435
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.3 * 2112 * 53.7 / 20 * 25 $609,602
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.3 * 29605.86 / 60 * 25 $53,044
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
142 * 51.00043459 * 16.61 /100 * 25 * 1.15
$34,584
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
126 * 95.99999493 * 16.61 /100 * 25 * 1.15
$57,763
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,818,435 + $609,602+ $53,044 + $34,584 +$57,763
$2,573,428
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-636-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
TH 21 TO CSAH 9 Termini TH 21 TO CSAH 9
670 Present AADT 670
2016 Year of Count 2016
1.3 Projection Factor 1.3
871 Projected Traffic 871
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
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 * 922673.31 / 60 * 25 *1.1
$380,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2112 * 53.7 / 20 * 25 $127,591
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 29605.86 / 60 * 25 $11,102
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $380,603 + $127,591+ $11,102
$519,296
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-637-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.6 Segment Length 4.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 10 TO 3.6 MI EAST OF CR 66 Termini CSAH 10 TO 3.6 MI EAST OF CR 66
335 Present AADT 335
2016 Year of Count 2016
1.3 Projection Factor 1.3
436 Projected Traffic 436
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 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Comments 2014 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.6 * 922673.31 / 60 * 25 *1.1
$1,945,303
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.6 * 2112 * 53.7 / 20 * 25 $652,133
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.6 * 29605.86 / 60 * 25 $56,745
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,945,303 + $652,133+ $56,745
$2,654,181
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-637-050
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
3.6 MI E CO RD 66 TO 1.1 MI WCSAH 11
Termini 3.6 MI E CO RD 66 TO 1.1 MI WCSAH 11
1000 Present AADT 1000
2016 Year of Count 2016
1.3 Projection Factor 1.3
1300 Projected Traffic 1300
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 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Comments 2014 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 * 1.1 $422,892
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.7 / 20 * 25 $141,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 29605.86 / 60 * 25 $12,336
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $422,892 + $141,768+ $12,336
$576,996
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-637-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
1.1 MI W OF CSAH 11 TO CSAH 11 Termini 1.1 MI W OF CSAH 11 TO CSAH 11
1000 Present AADT 1000
2016 Year of Count 2016
1.3 Projection Factor 1.3
1300 Projected Traffic 1300
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 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Comments 2014 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$465,181
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 53.7 / 20 * 25 $155,945
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 29605.86 / 60 * 25 $13,569
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $465,181 + $155,945+ $13,569
$634,695
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-638-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 10 TO 0.2 MI W OF CO RD 71 Termini CSAH 10 TO 0.2 MI W OF CO RD 71
250 Present AADT 250
2016 Year of Count 2016
1.3 Projection Factor 1.3
325 Projected Traffic 325
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 066-070-009 SHOULDERHMA ONLY
Comments 2013 SAP 066-070-009 SHOULDERHMA ONLY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.9 * 922673.31 / 60 * 25 *1.1
$1,226,387
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 53.7 / 20 * 25 $411,127
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 29605.86 / 60 * 25 $35,774
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,226,387 + $411,127+ $35,774
$1,673,288
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-638-011
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
0.2 MI W OF CR 71 TO CR 71 Termini 0.2 MI W OF CR 71 TO CR 71
250 Present AADT 250
2016 Year of Count 2016
1.3 Projection Factor 1.3
325 Projected Traffic 325
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 066-070-009 SHOULDERHMA ONLY
Comments 2013 SAP 066-070-009 SHOULDERHMA ONLY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$84,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.7 / 20 * 25 $28,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 29605.86 / 60 * 25 $2,467
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,578 + $28,354 +$2,467
$115,399
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-638-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.2 Segment Length 5.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 71 TO CSAH 11 Termini CR 71 TO CSAH 11
1500 Present AADT 1500
2016 Year of Count 2016
1.3 Projection Factor 1.3
1950 Projected Traffic 1950
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 066-070-009 SHOULDERHMA ONLY
Comments 2013 SAP 066-070-009 SHOULDERHMA ONLY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.2 * 1207339.57 / 60 * 25 *1.1
$2,877,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.2 * 2376 * 53.7 / 20 * 25 $829,343
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.2 * 91732.21 / 60 * 25 $198,753
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,877,493 + $829,343+ $198,753
$3,905,589
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-639-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 17 TO 0.1 MI EAST OFCSAH 18
Termini CSAH 17 TO 0.1 MI EAST OFCSAH 18
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
OVERLAY/SURFACING DOES NOTREDUCE NEEDS
2010 OVERLAY WITH LOCALFUNDS - SAP 66-639-004
Comments OVERLAY/SURFACING DOES NOTREDUCE NEEDS
2010 OVERLAY WITH LOCALFUNDS - SAP 66-639-004
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93191 Structure Number 93191
1.73 Milepoint 1.73
1976 Year Built 1976
CROCKERS CREEK Feature Crossed CROCKERS CREEK
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
66 Culvert Length 66
195.9998551 Area of Waterway Opening 195.9998551
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
2.6 * 922673.31 / 60 * 25 *1.1
$1,099,519
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 53.7 / 20 * 25 $368,597
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 29605.86 / 60 * 25 $32,073
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
66 * 195.9998551 * 16.61 /100 * 25 * 1.15
$61,774
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,099,519 + $368,597+ $32,073 + $61,774
$1,561,963
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-639-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
0.1 MI E OF CSAH 18 TO CSAH 45 Termini 0.1 MI E OF CSAH 18 TO CSAH 45
1100 Present AADT 1100
2016 Year of Count 2016
1.3 Projection Factor 1.3
1430 Projected Traffic 1430
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
OVERLAY DOES NOT REDUCENEEDS
2010 OVERLAY WITH LOCALFUNDS - SAP 66-639-004
Comments OVERLAY DOES NOT REDUCENEEDS
2010 OVERLAY WITH LOCALFUNDS - SAP 66-639-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$380,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2112 * 53.7 / 20 * 25 $127,591
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 29605.86 / 60 * 25 $11,102
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $380,603 + $127,591+ $11,102
$519,296
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-642-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 31 TO CSAH 28 Termini CSAH 31 TO CSAH 28
275 Present AADT 275
2016 Year of Count 2016
1.3 Projection Factor 1.3
358 Projected Traffic 358
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 SAP 066-642-008 BR R&RNEW BR 66557
Comments 2015 SAP 066-642-008 BR R&RNEW BR 66557
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
66557 Structure Number 66557
1.22 Milepoint 1.22
2015 Year Built 2015
PRAIRIE CREEK Feature Crossed PRAIRIE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
93.5 Bridge Length 93.5
38 Bridge Width 38
100% Shared Structure 100%
2015 SAP 066-642-008 BRREPLACEMENT - DECKDIMENSIONS FROM BR LOG FOR66557
Comments 2015 SAP 066-642-008 BRREPLACEMENT - DECKDIMENSIONS FROM BR LOG FOR66557
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
3.2 * 922673.31 / 60 * 25 *1.1
$1,353,254
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 53.7 / 20 * 25 $453,658
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 29605.86 / 60 * 25 $39,474
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
93.5 * 38 * 163 / 80 * 25 *1.15
$208,128
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,353,254 + $453,658+ $39,474 + $208,128
$2,054,514
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-642-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 28 TO 1.0 MILE S OF TH 19 Termini CSAH 28 TO 1.0 MILE S OF TH 19
275 Present AADT 275
2016 Year of Count 2016
1.3 Projection Factor 1.3
358 Projected Traffic 358
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
Culvert Information Status: Original
Original Current
88052 Structure Number 88052
4.25 Milepoint 4.25
1951 Year Built 1951
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
5 Culvert Width 5
5 Culvert Height 5
32 Culvert Length 32
38.99976248 Area of Waterway Opening 38.99976248
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93370 Structure Number 93370
4.53 Milepoint 4.53
1978 Year Built 1978
STREAM Feature Crossed STREAM
Type of Service
4 Number of Barrels 4
Culvert Width
Culvert Height
68 Culvert Length 68
100.99982648 Area of Waterway Opening 100.99982648
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
2.3 * 922673.31 / 60 * 25 *1.1
$972,651
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 53.7 / 20 * 25 $326,066
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 29605.86 / 60 * 25 $28,372
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
32 * 38.99976248 * 16.61 /100 * 25 * 1.15
$5,960
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
68 * 100.99982648 * 16.61 /100 * 25 * 1.15
$32,797
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $972,651 + $326,066+ $28,372 + $5,960 +$32,797
$1,365,846
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-643-010
Original Current
NORTHFIELD Municipality NORTHFIELD
0.49 Segment Length 0.49
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FOREST AVE TO GREENVALE AVE Termini FOREST AVE TO GREENVALE AVE
4100 Present AADT 4100
2016 Year of Count 2016
1.3 Projection Factor 1.3
5330 Projected Traffic 5330
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.49 * 3125117.87 / 60 * 25* 1.15
$733,752
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2904 * 53.7 / 15 * 25 $127,355
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 1423.62 / 60 * 25 $291
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $733,752 + $127,355+ $291
$861,398
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-643-020
Original Current
NORTHFIELD Municipality NORTHFIELD
0.68 Segment Length 0.68
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
GREENVALE IN NORTHFLD TO NOC L
Termini GREENVALE IN NORTHFLD TO NOC L
3050 Present AADT 3050
2016 Year of Count 2016
1.3 Projection Factor 1.3
3965 Projected Traffic 3965
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.68 * 1207339.57 / 60 * 25* 1.1
$376,287
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.68 * 2376 * 53.7 / 20 * 25 $108,453
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.68 * 91732.21 / 60 * 25 $25,991
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $376,287 + $108,453+ $25,991
$510,731
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-644-010
Original Current
MORRISTOWN Municipality MORRISTOWN
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
DIVISION ST TO BLOOMER ST Termini DIVISION ST TO BLOOMER ST
2150 Present AADT 2150
2016 Year of Count 2016
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
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
0.23 * 3125117.87 / 60 * 25* 1.15
$344,414
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 53.7 / 15 * 25 $59,779
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 1423.62 / 60 * 25 $136
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $344,414 + $59,779 +$136
$404,329
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-644-011
Original Current
MORRISTOWN Municipality MORRISTOWN
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
SECOND STREET TO CANNONRIVER
Termini SECOND STREET TO CANNONRIVER
2150 Present AADT 2150
2016 Year of Count 2016
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
Bridge Information Status: Original
Original Current
66526 Structure Number 66526
0.29 Milepoint 0.29
1994 Year Built 1994
CANNON RIVER Feature Crossed CANNON RIVER
Type of Service
Number of Spans
140.3 Bridge Length 140.3
62.3 Bridge Width 62.3
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
0.07 * 1207339.57 / 60 * 25* 1.1
$38,735
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2376 * 53.7 / 20 * 25 $11,164
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 91732.21 / 60 * 25 $2,676
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
140.3 * 62.3 * 163 / 80 * 25* 1.15
$512,013
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $38,735 + $11,164 +$2,676 + $512,013
$564,588
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-644-020
Original Current
MORRISTOWN Municipality MORRISTOWN
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
CANNON RIV TO TH 60 Termini CANNON RIV TO TH 60
2150 Present AADT 2150
2016 Year of Count 2016
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
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
0.38 * 1207339.57 / 60 * 25* 1.1
$210,278
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 2376 * 53.7 / 20 * 25 $60,606
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 91732.21 / 60 * 25 $14,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,278 + $60,606 +$14,524
$285,408
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
SO COUNTY LINE TO 1.0 MINORTH
Termini SO COUNTY LINE TO 1.0 MINORTH
2000 Present AADT 2000
2016 Year of Count 2016
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).
Comments MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$498,028
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 53.7 / 20 * 25 $143,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 91732.21 / 60 * 25 $34,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $498,028 + $143,540+ $34,400
$675,968
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-010
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
1.0 MI N IF COUNTY LINE TO 1.60MI NORTH
Termini 1.0 MI N IF COUNTY LINE TO 1.60MI NORTH
2000 Present AADT 2000
2016 Year of Count 2016
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1976 Latest Year SA funds 1976
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: Original
Original Current
5336 Structure Number 5336
1.14 Milepoint 1.14
1934 Year Built 1934
Feature Crossed
Type of Service
Number of Spans
112 Bridge Length 112
0 Bridge Width 0
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
97706Y Structure Number 97706Y
1.044 Milepoint 1.044
1995 Year Built 1995
MUD CREEK Feature Crossed MUD CREEK
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
12 Culvert Height 12
332 Culvert Length 332
229.99978603 Area of Waterway Opening 229.99978603
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
0.6 * 1207339.57 / 60 * 25 *1.1
$332,018
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 53.7 / 20 * 25 $95,693
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 91732.21 / 60 * 25 $22,933
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
112 * 0 * 163 / 80 * 25 *1.15
$0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
332 * 229.99978603 * 16.61/ 100 * 25 * 1.15
$364,647
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $332,018 + $95,693 +$22,933 + $0 + $364,647
$815,291
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-015
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
1.60 MILES NO OF COUNTY LINETO 2.20 MILES NO
Termini 1.60 MILES NO OF COUNTY LINETO 2.20 MILES NO
2000 Present AADT 2000
2016 Year of Count 2016
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).
Comments MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$332,018
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 53.7 / 20 * 25 $95,693
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 91732.21 / 60 * 25 $22,933
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $332,018 + $95,693 +$22,933
$450,644
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-018
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
2.2O MILE NO OF COUNTY LINETO CSAH 15
Termini 2.2O MILE NO OF COUNTY LINETO CSAH 15
2000 Present AADT 2000
2016 Year of Count 2016
1.3 Projection Factor 1.3
2600 Projected Traffic 2600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1976 Latest Year SA funds 1976
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
0.1 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO 0.72 M S OF CSAH 19 Termini CSAH 15 TO 0.72 M S OF CSAH 19
3350 Present AADT 3350
2016 Year of Count 2016
1.3 Projection Factor 1.3
4355 Projected Traffic 4355
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1992 Latest Year SA funds 1992
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
2.9 * 1207339.57 / 60 * 25 *1.1
$1,604,756
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2376 * 53.7 / 20 * 25 $462,518
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 91732.21 / 60 * 25 $110,843
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,604,756 + $462,518+ $110,843
$2,178,117
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-030
Original Current
FARIBAULT Municipality FARIBAULT
0.58 Segment Length 0.58
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.72 MI S TO 0.14 MI S OF CSAH 19 Termini 0.72 MI S TO 0.14 MI S OF CSAH 19
4600 Present AADT 4600
2016 Year of Count 2016
1.3 Projection Factor 1.3
5980 Projected Traffic 5980
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1992 Latest Year SA funds 1992
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
0.58 * 3125117.87 / 60 * 25* 1.15
$868,522
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 2904 * 53.7 / 15 * 25 $150,747
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 1423.62 / 60 * 25 $344
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $868,522 + $150,747+ $344
$1,019,613
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-645-040
Original Current
FARIBAULT Municipality FARIBAULT
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
0.14 MI S TO CSAH 19 Termini 0.14 MI S TO CSAH 19
4600 Present AADT 4600
2016 Year of Count 2016
1.3 Projection Factor 1.3
5980 Projected Traffic 5980
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1991 Latest Year SA funds 1991
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
0.14 * 3125117.87 / 60 * 25* 1.15
$209,643
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 53.7 / 15 * 25 $36,387
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 1423.62 / 60 * 25 $83
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $209,643 + $36,387 +$83
$246,113
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-646-010
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
TH 21 TO 0.10 MI NORTH Termini TH 21 TO 0.10 MI NORTH
1700 Present AADT 1700
2016 Year of Count 2016
1.3 Projection Factor 1.3
2210 Projected Traffic 2210
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
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
Comments 2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-646-020
Original Current
FARIBAULT Municipality FARIBAULT
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
0.10 MI N TO 1.0 MI N OF TH 21 (NLIMITS)
Termini 0.10 MI N TO 1.0 MI N OF TH 21 (NLIMITS)
1700 Present AADT 1700
2016 Year of Count 2016
1.3 Projection Factor 1.3
2210 Projected Traffic 2210
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
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
Comments 2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$498,028
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 53.7 / 20 * 25 $143,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 91732.21 / 60 * 25 $34,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $498,028 + $143,540+ $34,400
$675,968
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-646-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9.1 Segment Length 9.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI NORTH OF TH 21 TO TH 19 Termini 1.0 MI NORTH OF TH 21 TO TH 19
1700 Present AADT 1700
2016 Year of Count 2016
1.3 Projection Factor 1.3
2210 Projected Traffic 2210
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
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
2015 SAP 066-646-006 CULVERTR&R 66J70
2015 SAP 066-646-007 CATTLEPASS R&R - NO STRUCTURE#
2015 SAP 066-646-008 66" RC PIPE- NO STRUCTURE#
2012 SAP 066-646-004 TIED TO066-601-022, INTERSECTION @CSAH 1
Comments 2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1
2015 SAP 066-646-006 CULVERTR&R 66J70
2015 SAP 066-646-007 CATTLEPASS R&R - NO STRUCTURE#
2015 SAP 066-646-008 66" RC PIPE- NO STRUCTURE#
2012 SAP 066-646-004 TIED TO066-601-022, INTERSECTION @CSAH 1
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J70 Structure Number 66J70
6.53 Milepoint 6.53
2015 Year Built 2015
WOLF CREEK Feature Crossed WOLF CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
8 Culvert Height 8
130 Culvert Length 130
210 Area of Waterway Opening 210
100% Shared Structure 100%
2015 SAP 066-646-006 CULVERTR&R - 130FT VERIFIED
1-LINE 14'X8' AND 1-LINE 14'X7'REINFORCED CONCRETE BOXCULVERT
Comments 2015 SAP 066-646-006 CULVERTR&R - 130FT VERIFIED
1-LINE 14'X8' AND 1-LINE 14'X7'REINFORCED CONCRETE BOXCULVERT
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
6363 Structure Number 6363
8.46 Milepoint 8.46
1947 Year Built 1947
HEATH CREEK Feature Crossed HEATH CREEK
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
94 Culvert Length 94
191.99998986 Area of Waterway Opening 191.99998986
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
9.1 * 1207339.57 / 60 * 25 *1.1
$5,035,612
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9.1 * 2376 * 53.7 / 20 * 25 $1,451,350
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9.1 * 91732.21 / 60 * 25 $347,818
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
130 * 210 * 16.61 / 100 * 25* 1.15
$130,368
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
94 * 191.99998986 * 16.61 /100 * 25 * 1.15
$86,186
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $5,035,612 +$1,451,350 + $347,818 +$130,368 + $86,186
$7,051,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : RICE Segment Nbr : 066-646-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.2 Segment Length 5.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 19 TO N. CO. LINE Termini TH 19 TO N. CO. LINE
1850 Present AADT 1850
2016 Year of Count 2016
1.3 Projection Factor 1.3
2405 Projected Traffic 2405
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1994 Latest Year SA funds 2018
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
Comments 2018 SAP 066-646-009 tied to ScottCO 070-646-008 IntersectionImprovement 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
5.2 * 1207339.57 / 60 * 25 *1.1
$2,877,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.2 * 2376 * 53.7 / 20 * 25 $829,343
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.2 * 91732.21 / 60 * 25 $198,753
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,877,493 + $829,343+ $198,753
$3,905,589
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : RICE Segment Nbr : 066-647-010
Original Current
FARIBAULT Municipality FARIBAULT
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
CSAH 18 TO CSAH 45 Termini CSAH 18 TO CSAH 45
1800 Present AADT 1800
2016 Year of Count 2016
1.3 Projection Factor 1.3
2340 Projected Traffic 2340
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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-648-010
Original Current
FARIBAULT Municipality FARIBAULT
1.09 Segment Length 1.09
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 60 TO 1.09 MI S Termini TH 60 TO 1.09 MI S
11700 Present AADT 11700
2016 Year of Count 2016
1.3 Projection Factor 1.3
15210 Projected Traffic 15210
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2004 Latest Year SA funds 2004
3 Number of Signal Legs 3
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
2013 SAP 066-648-005INTERSECTION WORK ON CSAH
SAP 66-648-02, MILL ANDOVERLAY, LET 6-16-04 (APS 1-24-05).
Comments 2013 SAP 066-648-005INTERSECTION WORK ON CSAH
SAP 66-648-02, MILL ANDOVERLAY, LET 6-16-04 (APS 1-24-05).
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
1.09 * 2363152.58 / 60 * 25* 1.1
$1,180,592
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.09 * 3564 * 53.7 / 20 * 25 $260,765
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.09 * 259626.72 / 60 * 25 $117,914
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$105,469 + $1,180,592 +$260,765 + $117,914
$1,664,740
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-651-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.39 Segment Length 0.39
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 6 TOCSAH NO. 6 VIA WASHINGTON ST,MAIN ST & BEST ST
Termini CSAH 6 TO CSAH 6 VIAWASHINGTON ST, MAIN ST &BEST ST
80 Present AADT 80
2016 Year of Count 2016
1.4 Projection Factor 1.3
112 Projected Traffic 104
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
VILLAGE OF VESELI Comments VILLAGE OF VESELI
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$164,928
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.39 * 2112 * 53.7 / 20 * 25 $55,290
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.39 * 29605.86 / 60 * 25 $4,811
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $164,928 + $55,290 +$4,811
$225,029
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-651-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.07 Segment Length 0.09
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 6 TOMAIN ST (GRACE ST)
Termini CSAH 6 TO MAIN ST (GRACE ST)
80 Present AADT 80
2016 Year of Count 2016
1.4 Projection Factor 1.3
112 Projected Traffic 104
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
VILLAGE OF VESELI Comments VILLAGE OF VESELI
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$38,060
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2112 * 53.7 / 20 * 25 $12,759
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 29605.86 / 60 * 25 $1,110
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $38,060 + $12,759 +$1,110
$51,929
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-660-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 0.99
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 46WEST TO CANBY AVE
Termini CSAH 46 WEST TO CANBY AVE -130TH ST W
800 Present AADT 800
2012 Year of Count 2012
1.4 Projection Factor 1.3
1120 Projected Traffic 1040
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
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
0.99 * 922673.31 / 60 * 25 *1.1
$418,663
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.99 * 2112 * 53.7 / 20 * 25 $140,350
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.99 * 29605.86 / 60 * 25 $12,212
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $418,663 + $140,350+ $12,212
$571,225
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-660-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.92 Segment Length 1.93
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH 6 (130THST) TO CSAH NO. 1
Termini 130TH ST TO CSAH 1 - CANBYAVE
370 Present AADT 370
2012 Year of Count 2012
1.4 Projection Factor 1.3
518 Projected Traffic 481
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
Comments
Interchange Override
Segment Override
Culvert Information Status: New
Original Current
7324 Structure Number 7324
1.24 Milepoint 1.24
1940 Year Built 1940
WOLF CREEK Feature Crossed WOLF CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
52 Culvert Length 52
160 Area of Waterway Opening 160
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
1.93 * 922673.31 / 60 * 25 *1.1
$816,181
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.93 * 2112 * 53.7 / 20 * 25 $273,612
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.93 * 29605.86 / 60 * 25 $23,808
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 160 * 16.61 / 100 * 25 *1.15
$39,731
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $816,181 + $273,612+ $23,808 + $39,731
$1,153,332
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-676-001
Original Current
FARIBAULT Municipality FARIBAULT
3.54 Segment Length 3.54
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF NW 30THSTREET & PARK AVE TO THEINTERSECTION OF CSAH NO. 9
Termini INTERSECTION OF NW 30THSTREET & PARK AVE TO THEINTERSECTION OF CSAH NO. 9
800 Present AADT 800
2016 Year of Count 2016
1.3 Projection Factor 1.3
1040 Projected Traffic 1040
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 066-676-001 RECONST170TH TO CASH 9
Comments 2014 SAP 066-676-001 RECONST170TH TO CASH 9
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.54 * 922673.31 / 60 * 25 *1.1
$1,497,037
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.54 * 2112 * 53.7 / 20 * 25 $501,859
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.54 * 29605.86 / 60 * 25 $43,669
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,497,037 + $501,859+ $43,669
$2,042,565
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-676-020
Original Current
FARIBAULT Municipality FARIBAULT
2.04 Segment Length 2.05
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 9 TOTHE INTERSECTION OF CSAH NO.8
Termini CSAH 9 TO CSAH 8
360 Present AADT 360
2012 Year of Count 2012
1.3 Projection Factor 1.3
468 Projected Traffic 468
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments Order No. 97394
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 *1.1
$866,928
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.05 * 2112 * 53.7 / 20 * 25 $290,624
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.05 * 29605.86 / 60 * 25 $25,288
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $866,928 + $290,624+ $25,288
$1,182,840
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-676-030
Original Current
FARIBAULT Municipality FARIBAULT
2.22 Segment Length 2.25
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 8 TOTHE INTERSECTION OF CSAH NO.1
Termini CSAH 8 TO CSAH 1
100 Present AADT 0
Year of Count
1.3 Projection Factor 1.3
130 Projected Traffic 130
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments Order No. 97394
Interchange Override
Segment Override
Culvert Information Status: New
Original Current
66J13 Structure Number 66J13
0.97 Milepoint 0.97
2001 Year Built 2001
WOLF CREEK Feature Crossed WOLF CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
7 Culvert Height 7
40 Culvert Length 40
168 Area of Waterway Opening 168
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.25 * 461336.66 / 60 * 25 *1.1
$475,753
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.25 * 546 * 10.01 / 2 * 25 $153,716
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.25 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
40 * 168 * 16.61 / 100 * 25 *1.15
$32,091
Total Segment Cost Construction +Preservation + ROW +Culvert
$475,753 + $153,716 + $0+ $32,091
$661,560
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-678-010
Original Current
DUNDAS Municipality DUNDAS
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
CSAH 1 TO 225 FT WEST Termini CSAH 1 TO 225 FT WEST
2850 Present AADT 2850
2016 Year of Count 2016
1.3 Projection Factor 1.3
3705 Projected Traffic 3705
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
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
0.04 * 1207339.57 / 60 * 25* 1.1
$22,135
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2376 * 53.7 / 20 * 25 $6,380
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 91732.21 / 60 * 25 $1,529
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $22,135 + $6,380 +$1,529
$30,044
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-678-020
Original Current
DUNDAS Municipality DUNDAS
0.46 Segment Length 0.46
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
225 FT W OF CSAH 1 TO N LIMDUNDAS
Termini 225 FT W OF CSAH 1 TO N LIMDUNDAS
2850 Present AADT 2850
2016 Year of Count 2016
1.3 Projection Factor 1.3
3705 Projected Traffic 3705
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 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
0.46 * 1207339.57 / 60 * 25* 1.1
$254,547
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.46 * 2376 * 53.7 / 20 * 25 $73,365
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.46 * 91732.21 / 60 * 25 $17,582
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $254,547 + $73,365 +$17,582
$345,494
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-678-030
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 LIM DUNDAS TO S LIM OFNORTHFIELD
Termini N LIM DUNDAS TO S LIM OFNORTHFIELD
2850 Present AADT 2850
2016 Year of Count 2016
1.3 Projection Factor 1.3
3705 Projected Traffic 3705
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 066-678-001 CULVERTR&R STEEL PIPE
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Comments 2013 SAP 066-678-001 CULVERTR&R STEEL PIPE
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
66J67 Structure Number 66J67
0.1 Milepoint 0.1
2013 Year Built 2013
Rice Creek Feature Crossed Rice Creek
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
10 Culvert Height 10
87 Culvert Length 87
120 Area of Waterway Opening 120
100% Shared Structure 100%
2013 SAP 066-678-001 CULVERTR&R STEEL PIPE
Comments 2013 SAP 066-678-001 CULVERTR&R STEEL PIPE
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
0.1 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
87 * 120 * 16.61 / 100 * 25 *1.15
$49,855
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $55,336 + $15,949 +$3,822 + $49,855
$124,962
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-678-040
Original Current
NORTHFIELD Municipality NORTHFIELD
1.37 Segment Length 1.37
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIM OF NORTHFIELD TOARMSTRONG RD (MSAS 118)
Termini S LIM OF NORTHFIELD TOARMSTRONG RD (MSAS 118)
2850 Present AADT 2850
2016 Year of Count 2016
1.3 Projection Factor 1.3
3705 Projected Traffic 3705
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88048 Structure Number 88048
1.108 Milepoint 1.108
1955 Year Built 1955
HEATH CREEK Feature Crossed HEATH CREEK
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
94 Culvert Length 94
225.99992079 Area of Waterway Opening 225.99992079
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
1.37 * 1207339.57 / 60 * 25* 1.1
$758,109
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.37 * 2376 * 53.7 / 20 * 25 $218,500
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.37 * 91732.21 / 60 * 25 $52,364
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
94 * 225.99992079 * 16.61 /100 * 25 * 1.15
$101,448
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $758,109 + $218,500+ $52,364 + $101,448
$1,130,421
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-686-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.1 MI W TO 2.5 MI W OF CSAH 46(ON NORTH CO LINE)
Termini 4.1 MI W TO 2.5 MI W OF CSAH 46(ON NORTH CO LINE)
4650 Present AADT 4650
2016 Year of Count 2016
1.3 Projection Factor 1.3
6045 Projected Traffic 6045
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 066-686-002 M&OL Comments 2013 SAP 066-686-002 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
1.6 * 1207339.57 / 60 * 25 *1.1
$885,382
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 53.7 / 20 * 25 $255,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 91732.21 / 60 * 25 $61,155
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $885,382 + $255,182+ $61,155
$1,201,719
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-686-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.50 M W TO CSAH 46 Termini 2.50 M W TO CSAH 46
2150 Present AADT 2150
2016 Year of Count 2016
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
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 066-686-002 M&OL Comments 2013 SAP 066-686-002 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
70543 Structure Number 70543
2.61 Milepoint 2.61
2009 Year Built 2009
PORTER CREEK Feature Crossed PORTER CREEK
Type of Service
Number of Spans
138.67 Bridge Length 138.67
47.33 Bridge Width 47.33
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
70544 Structure Number 70544
1.93 Milepoint 1.93
2009 Year Built 2009
STREAM Feature Crossed STREAM
Type of Service
Number of Spans
141.01 Bridge Length 141.01
47.33 Bridge Width 47.33
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
2.5 * 1207339.57 / 60 * 25 *1.1
$1,383,410
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2376 * 53.7 / 20 * 25 $398,723
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 91732.21 / 60 * 25 $95,554
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
138.67 * 47.33 * 163 / 80 *25 * 1.15
$384,463
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
141.01 * 47.33 * 163 / 80 *25 * 1.15
$390,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge
$0 + $1,383,410 + $398,723+ $95,554 + $384,463 +$390,951
$2,653,101
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-686-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 46 TO 0.10 MILES EAST Termini CSAH 46 TO 0.10 MILES EAST
2150 Present AADT 2150
2016 Year of Count 2016
1.3 Projection Factor 1.3
2795 Projected Traffic 2795
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1965 Latest Year SA funds 1965
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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-692-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.65 Segment Length 0.66
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
INTERSECTION OF CSAH NO. 13TO INTERSECTION OF MN TH NO.60
Termini CSAH 13 TO MN TH 60
460 Present AADT 0
2012 Year of Count
1.4 Projection Factor 1.3
644 Projected Traffic 644
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
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
0.66 * 922673.31 / 60 * 25 *1.1
$279,109
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.66 * 2112 * 53.7 / 20 * 25 $93,567
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.66 * 29605.86 / 60 * 25 $8,142
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $279,109 + $93,567 +$8,142
$380,818
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-693-010
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
CSAH 39 TO SO LIM OFFARIBAULT
Termini CSAH 39 TO SO LIM OFFARIBAULT
2500 Present AADT 2500
2016 Year of Count 2016
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Comments PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91820 Structure Number 91820
0.71 Milepoint 0.71
1988 Year Built 1988
CROCKERS CREEK Feature Crossed CROCKERS CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
74 Culvert Length 74
197.99978772 Area of Waterway Opening 197.99978772
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
1.5 * 1207339.57 / 60 * 25 *1.1
$830,046
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2376 * 53.7 / 20 * 25 $239,234
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 91732.21 / 60 * 25 $57,333
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
74 * 197.99978772 * 16.61 /100 * 25 * 1.15
$69,969
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $830,046 + $239,234+ $57,333 + $69,969
$1,196,582
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-693-020
Original Current
FARIBAULT Municipality FARIBAULT
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 LIM OF FARIBAULT TO 0.40 MI N Termini S LIM OF FARIBAULT TO 0.40 MI N
2500 Present AADT 2500
2016 Year of Count 2016
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Comments PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$221,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 53.7 / 20 * 25 $63,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 91732.21 / 60 * 25 $15,289
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $221,346 + $63,796 +$15,289
$300,431
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-693-030
Original Current
FARIBAULT Municipality FARIBAULT
0.47 Segment Length 0.47
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.40 MI N OF S LIM OF FARIBAULTTO 4TH ST (MSAS 113)
Termini 0.40 MI N OF S LIM OF FARIBAULTTO 4TH ST (MSAS 113)
2500 Present AADT 2500
2016 Year of Count 2016
1.3 Projection Factor 1.3
3250 Projected Traffic 3250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Comments PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.47 * 3125117.87 / 60 * 25* 1.15
$703,803
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.47 * 2904 * 53.7 / 15 * 25 $122,157
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.47 * 1423.62 / 60 * 25 $279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $703,803 + $122,157+ $279
$826,239
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-696-015
Original Current
LONSDALE Municipality LONSDALE
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
MAIN ST N TO HALSTAD AVE Termini MAIN ST N TO HALSTAD AVE
1250 Present AADT 1250
2016 Year of Count 2016
1.3 Projection Factor 1.3
1625 Projected Traffic 1625
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
66-696-01 WAS DONE IN 2007WITH LOCAL FUNDS WILL BEAPPLYING FOR LOCAL EFFORT
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
66-696-01 WAS DONE IN 2007WITH LOCAL FUNDS WILL BEAPPLYING FOR LOCAL EFFORT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 3125117.87 / 60 * 25* 1.15
$389,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2904 * 53.7 / 15 * 25 $67,576
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 1423.62 / 60 * 25 $154
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $389,338 + $67,576 +$154
$457,068
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-696-020
Original Current
LONSDALE Municipality LONSDALE
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
HALSTED AVE FROM FIG ST TO0.10 MI N
Termini HALSTED AVE FROM FIG ST TO0.10 MI N
1250 Present AADT 1250
2016 Year of Count 2016
1.3 Projection Factor 1.3
1625 Projected Traffic 1625
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
PROJECT 66-696-01 WAS DONE IN2007 WITH LOCAL MONIES WILLBE APPLING FOR LOCAL EFFORT
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
PROJECT 66-696-01 WAS DONE IN2007 WITH LOCAL MONIES WILLBE APPLING FOR LOCAL EFFORT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1207339.57 / 60 * 25 *1.1
$55,336
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 53.7 / 20 * 25 $15,949
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 91732.21 / 60 * 25 $3,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $55,336 + $15,949 +$3,822
$75,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-696-025
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
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
.1 MI NORTH OF FIG ST TO CR 54 Termini .1 MI NORTH OF FIG ST TO CR 54
1250 Present AADT 1250
2016 Year of Count 2016
1.3 Projection Factor 1.3
1625 Projected Traffic 1625
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 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
0.9 * 1207339.57 / 60 * 25 *1.1
$498,028
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 53.7 / 20 * 25 $143,540
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 91732.21 / 60 * 25 $34,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $498,028 + $143,540+ $34,400
$675,968
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-696-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 54 TO .30 MILE SOUTH OFCSAH 86
Termini CR 54 TO .30 MILE SOUTH OFCSAH 86
1250 Present AADT 1250
2016 Year of Count 2016
1.3 Projection Factor 1.3
1625 Projected Traffic 1625
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 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
2.7 * 1207339.57 / 60 * 25 *1.1
$1,494,083
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2376 * 53.7 / 20 * 25 $430,620
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 91732.21 / 60 * 25 $103,199
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,494,083 + $430,620+ $103,199
$2,027,902
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : RICE Segment Nbr : 066-696-040
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
.30 MILE SOUTH OF CSAH 86 TOCSAH 86
Termini .30 MILE SOUTH OF CSAH 86 TOCSAH 86
950 Present AADT 950
2016 Year of Count 2016
1.3 Projection Factor 1.3
1235 Projected Traffic 1235
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
RECONSTRUCTED 2009, SP 66-696-002TIED W/ 66-686-001
Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003
RECONSTRUCTED 2009, SP 66-696-002TIED W/ 66-686-001
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 922673.31 / 60 * 25 *1.1
$126,868
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 53.7 / 20 * 25 $42,530
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 29605.86 / 60 * 25 $3,701
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $126,868 + $42,530 +$3,701
$173,099
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-697-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 12 TO CSAH 38 Termini CSAH 12 TO CSAH 38
335 Present AADT 335
2016 Year of Count 2016
1.4 Projection Factor 1.3
469 Projected Traffic 436
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
Order No. 97394 Comments Order No. 97394
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 922673.31 / 60 * 25 * 1.1 $422,892
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.7 / 20 * 25 $141,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 29605.86 / 60 * 25 $12,336
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $422,892 + $141,768+ $12,336
$576,996
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : RICE Segment Nbr : 066-771-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.07 Segment Length 1.07
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 12 TO CSAH 38 Termini CSAH 12 TO CSAH 38
0 Present AADT 0
2012 Year of Count 2012
1.4 Projection Factor 1.3
390 Projected Traffic 390
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
Latest Year SA funds
0 Number of Signal Legs 0
Special Message Code
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 * 922673.31 / 60 * 25 *1.1
$452,494
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.07 * 2112 * 53.7 / 20 * 25 $151,692
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.07 * 29605.86 / 60 * 25 $13,199
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $452,494 + $151,692+ $13,199
$617,385
Thursday, January 23, 2020 08:24 AM CST page 237
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