SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-601-010
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
BEAVER PARK TO BEAVER PARKBOUNDARY
Termini BEAVER PARK TO BEAVER PARKBOUNDARY
156 Present AADT 40
2012 Year of Count 2016
3.9 Projection Factor 1
156 Projected Traffic 40
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
SMALL 0.16 MILE GRADINGPROJECT AT PARK ENTRANCECONSTRUCTED IN 2007 UNDERSAP 28-601-009. THIS SECTION ISNOT BROKEN-OUT ANDREFLECTED IN OVERALLSECTION DATA.
Comments SMALL 0.16 MILE GRADINGPROJECT AT PARK ENTRANCECONSTRUCTED IN 2007 UNDERSAP 28-601-009. THIS SECTION ISNOT BROKEN-OUT ANDREFLECTED IN OVERALLSECTION DATA.
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92501 Structure Number 92501
0.68 Milepoint 0.68
1967 Year Built 1967
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
61 Culvert Length 61
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
1 * 1017490.97 / 60 * 25 *1.1
$466,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 68.46 / 20 * 25 $180,734
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 32791.35 / 60 * 25 $13,663
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
61 * 95.99999493 * 15.47 /100 * 25 * 1.15
$26,045
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $466,350 + $180,734+ $13,663 + $26,045
$686,792
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-601-020
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
BEAVER PARK BOUNDARY TOROLLING HILLS ROAD
Termini BEAVER PARK BOUNDARY TOROLLING HILLS ROAD
156 Present AADT 40
2012 Year of Count 2016
3.9 Projection Factor 1
156 Projected Traffic 40
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 1017490.97 / 60 * 25 *1.1
$233,175
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 68.46 / 20 * 25 $90,367
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 32791.35 / 60 * 25 $6,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,175 + $90,367 +$6,832
$330,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-601-030
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
ROLLING HILLS ROAD TO W LIMCALEDONIA
Termini ROLLING HILLS ROAD TO W LIMCALEDONIA
242 Present AADT 205
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 205
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 1017490.97 / 60 * 25 *1.1
$792,795
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 68.46 / 20 * 25 $307,248
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 32791.35 / 60 * 25 $23,227
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $792,795 + $307,248+ $23,227
$1,123,270
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-601-040
Original Current
CALEDONIA Municipality CALEDONIA
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
W LIM CALEDONIA TO TH 76 Termini W LIM CALEDONIA TO TH 76
242 Present AADT 205
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 205
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 1017490.97 / 60 * 25 *1.1
$233,175
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 68.46 / 20 * 25 $90,367
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 32791.35 / 60 * 25 $6,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,175 + $90,367 +$6,832
$330,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-602-010
Original Current
EITZEN Municipality EITZEN
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
TH 76 TO EAST LIMITS EITZEN Termini TH 76 TO EAST LIMITS EITZEN
1320 Present AADT 1050
2012 Year of Count 2016
1.1 Projection Factor 1
1320 Projected Traffic 1050
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.7 * 2149219.78 / 60 * 25 *1.15
$720,884
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 68.46 / 15 * 25 $231,942
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 26314.46 / 60 * 25 $7,675
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $720,884 + $231,942+ $7,675
$960,501
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-602-020
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
EAST LIM EITZEN TO IOWA LINE Termini EAST LIM EITZEN TO IOWA LINE
1210 Present AADT 950
2012 Year of Count 2016
1.1 Projection Factor 1
1210 Projected Traffic 950
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 029-602-012 FLOODREPAIRS, SHOULDERS
BITUMINOUS RECLAMATION ANDBITUMINOUS SURFACINGPROJECT IN 2001 WAS DONEWITH LOCAL FUNDS
Comments 2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS
BITUMINOUS RECLAMATION ANDBITUMINOUS SURFACINGPROJECT IN 2001 WAS DONEWITH LOCAL FUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.8 * 1017490.97 / 60 * 25 *1.1
$1,305,780
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 68.46 / 20 * 25 $506,056
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 32791.35 / 60 * 25 $38,257
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,305,780 + $506,056+ $38,257
$1,850,093
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-602-030
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
0.6 MI SW CSAH 31 TO SE STATELINE
Termini 0.6 MI SW CSAH 31 TO SE STATELINE
440 Present AADT 425
2012 Year of Count 2016
1.1 Projection Factor 1
440 Projected Traffic 425
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 029-602-012 FLOODREPAIRS, SHOULDERS
RECONDITIONING UNDER SAP 28-602-11, LET 6-6-01. APS
Comments 2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS
RECONDITIONING UNDER SAP 28-602-11, LET 6-6-01. 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
2.9 * 1017490.97 / 60 * 25 *1.1
$1,352,415
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 68.46 / 20 * 25 $524,130
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 32791.35 / 60 * 25 $39,623
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,352,415 + $524,130+ $39,623
$1,916,168
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-001
Original Current
CALEDONIA Municipality CALEDONIA
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT TH 44 TO DECORAH ST Termini JCT TH 44 TO DECORAH ST
4895 Present AADT 4400
2012 Year of Count 2016
1.1 Projection Factor 1
4895 Projected Traffic 4400
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
0.35 * 2149219.78 / 60 * 25* 1.15
$360,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2904 * 68.46 / 15 * 25 $115,971
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 26314.46 / 60 * 25 $3,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $360,442 + $115,971+ $3,838
$480,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-004
Original Current
CALEDONIA Municipality CALEDONIA
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
DECORAH ST TO PINE ST Termini DECORAH ST TO PINE ST
5610 Present AADT 4400
2012 Year of Count 2016
1.1 Projection Factor 1
5610 Projected Traffic 4400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.18 * 2149219.78 / 60 * 25* 1.15
$185,370
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2904 * 68.46 / 15 * 25 $59,642
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 26314.46 / 60 * 25 $1,974
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $185,370 +$59,642 + $1,974
$317,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-007
Original Current
CALEDONIA Municipality CALEDONIA
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
PINE ST TO WINNEBAGO ST Termini PINE ST TO WINNEBAGO ST
5610 Present AADT 4400
2012 Year of Count 2016
1.1 Projection Factor 1
5610 Projected Traffic 4400
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
0.15 * 2149219.78 / 60 * 25* 1.15
$154,475
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 68.46 / 15 * 25 $49,702
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 26314.46 / 60 * 25 $1,645
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $154,475 + $49,702 +$1,645
$205,822
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-010
Original Current
CALEDONIA Municipality CALEDONIA
0.48 Segment Length 0.48
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WINNEBAGO ST TO E CITY LIM Termini WINNEBAGO ST TO E CITY LIM
3080 Present AADT 2350
2012 Year of Count 2016
1.1 Projection Factor 1
3080 Projected Traffic 2350
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.48 * 2149219.78 / 60 * 25* 1.15
$494,321
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 2904 * 68.46 / 15 * 25 $159,046
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 26314.46 / 60 * 25 $5,263
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $494,321 + $159,046+ $5,263
$658,630
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E CITY LIM CALEDONIA TO 0.1 MIEAST
Termini E CITY LIM CALEDONIA TO 0.1 MIEAST
3080 Present AADT 2350
2012 Year of Count 2016
1.1 Projection Factor 1
3080 Projected Traffic 2350
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 SP 028-603-024 FLOODREPAIRS, DITCH
MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-19
Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH
MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-19
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1128323.19 / 60 * 25 *1.1
$51,715
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 68.46 / 20 * 25 $20,333
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 22225.46 / 60 * 25 $926
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $51,715 + $20,333 +$926
$72,974
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-012
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 E LIM CALEDONIA TOCSAH 32
Termini 0.1 MI E OF E LIM CALEDONIA TOCSAH 32
3080 Present AADT 2350
2012 Year of Count 2016
1.1 Projection Factor 1
3080 Projected Traffic 2350
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 SP 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-19
Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-19
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1128323.19 / 60 * 25 *1.1
$465,433
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2376 * 68.46 / 20 * 25 $182,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 22225.46 / 60 * 25 $8,335
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $465,433 + $182,994+ $8,335
$656,762
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-013
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 32 TO 0.2 MILES N OF CSAH32
Termini CSAH 32 TO 0.2 MILES N OF CSAH32
946 Present AADT 870
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 870
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 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-19
Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-19
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1017490.97 / 60 * 25 *1.1
$93,270
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 68.46 / 20 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 32791.35 / 60 * 25 $2,733
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,270 + $36,147 +$2,733
$132,150
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-014
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
0.20 MILES N OF CSAH 32 TO JCTWITH GAVIN ROAD
Termini 0.20 MILES N OF CSAH 32 TO JCTWITH GAVIN ROAD
946 Present AADT 870
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 870
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 028-603-024 FLOODREPAIRS, DITCH
AGGREGATE BASE ANDBITUMINOUS SURFACING UNDERSAP 28-603-17, LET 03-12-03
GRADING AND BRIDGE 28J08UNDER SAP 28-603-13, LET 1-10-01. APS
Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH
AGGREGATE BASE ANDBITUMINOUS SURFACING UNDERSAP 28-603-17, LET 03-12-03
GRADING AND BRIDGE 28J08UNDER SAP 28-603-13, LET 1-10-01. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J08 Structure Number 28J08
2.543 Milepoint 2.543
2001 Year Built 2001
DRY RUN Feature Crossed DRY RUN
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
100 Culvert Length 100
0.99996631 Area of Waterway Opening 0.99996631
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
4.6 * 1017490.97 / 60 * 25 *1.1
$2,145,210
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.6 * 2112 * 68.46 / 20 * 25 $831,378
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.6 * 32791.35 / 60 * 25 $62,850
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
100 * 0.99996631 * 15.47 /100 * 25 * 1.15
$445
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $2,145,210 + $831,378+ $62,850 + $445
$3,039,883
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT WITH GAVIN ROAD TO 0.08 MIEAST OF JCT OF WEINBENDERRD
Termini JCT WITH GAVIN ROAD TO 0.08 MIEAST OF JCT OF WEINBENDERRD
798 Present AADT 750
2012 Year of Count 2016
1.1 Projection Factor 1
798 Projected Traffic 750
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 028-603-024 FLOODREPAIRS, DITCH
GRADING AND AGGREGATEBASE UNDER SAP 28-603-16; BITSURFACE UNDER SAP 28-603-18
Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH
GRADING AND AGGREGATEBASE UNDER SAP 28-603-16; BITSURFACE UNDER SAP 28-603-18
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 1017490.97 / 60 * 25 *1.1
$1,772,130
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 68.46 / 20 * 25 $686,791
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 32791.35 / 60 * 25 $51,920
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,772,130 + $686,791+ $51,920
$2,510,841
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-030
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
0.08 MI EAST OF JCTWEINBENDER RD TO SW LIMITSBROWNSVILLE
Termini 0.08 MI EAST OF JCTWEINBENDER RD TO SW LIMITSBROWNSVILLE
946 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 830
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 028-603-022 BR R&R28555
2014 SP 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-20
Comments 2014 SAP 028-603-022 BR R&R28555
2014 SP 028-603-024 FLOODREPAIRS, DITCH
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-20
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28555 Structure Number 28555
12.953 Milepoint 12.953
2014 Year Built 2014
WILDCAT CREEK Feature Crossed WILDCAT CREEK
Type of Service
3 Number of Spans 3
136.34 Bridge Length 136.34
35.33 Bridge Width 35.33
100% Shared Structure 100%
2014 SAP 028-603-022 BR R&R28555
Comments 2014 SAP 028-603-022 BR R&R28555
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 * 1017490.97 / 60 * 25 *1.1
$1,072,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 68.46 / 20 * 25 $415,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 32791.35 / 60 * 25 $31,425
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
136.34 * 35.33 * 152 / 80 *25 * 1.15
$263,123
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,072,605 + $415,689+ $31,425 + $263,123
$1,782,842
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-040
Original Current
BROWNSVILLE Municipality BROWNSVILLE
0.17 Segment Length 0.17
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SW LIM BROWNSVILLE TO 0.17 MIEAST
Termini SW LIM BROWNSVILLE TO 0.17 MIEAST
946 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 830
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 028-603-025 OL
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-20
Comments 2015 SAP 028-603-025 OL
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.17 * 1017490.97 / 60 * 25* 1.1
$79,280
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 2112 * 68.46 / 20 * 25 $30,725
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 32791.35 / 60 * 25 $2,323
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $79,280 + $30,725 +$2,323
$112,328
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-041
Original Current
BROWNSVILLE Municipality BROWNSVILLE
0.65 Segment Length 0.65
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.17 MI E OF SW LIMITSBROWNSVILLE TO 0.08 MI W OFNINTH ST
Termini 0.17 MI E OF SW LIMITSBROWNSVILLE TO 0.08 MI W OFNINTH ST
946 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 830
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
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J07 Structure Number 28J07
13.563 Milepoint 13.563
1998 Year Built 1998
SPRING BROOK Feature Crossed SPRING BROOK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
134 Culvert Length 134
81.00050028 Area of Waterway Opening 81.00050028
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
0.65 * 1017490.97 / 60 * 25* 1.1
$303,128
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.65 * 2112 * 68.46 / 20 * 25 $117,477
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.65 * 32791.35 / 60 * 25 $8,881
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
134 * 81.00050028 * 15.47 /100 * 25 * 1.15
$48,275
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $303,128 + $117,477+ $8,881 + $48,275
$477,761
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-042
Original Current
BROWNSVILLE Municipality BROWNSVILLE
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
0.08 MI WEST OF NINTH STREETTO NINTH STREET
Termini 0.08 MI WEST OF NINTH STREETTO NINTH STREET
946 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 830
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.08 * 2149219.78 / 60 * 25* 1.15
$82,387
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 68.46 / 15 * 25 $26,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 26314.46 / 60 * 25 $877
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $82,387 + $26,508 +$877
$109,772
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-603-050
Original Current
BROWNSVILLE Municipality BROWNSVILLE
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
9TH AND MAIN IN BROWNSVILLETO TH 26
Termini 9TH AND MAIN IN BROWNSVILLETO TH 26
1650 Present AADT 1450
2012 Year of Count 2016
1.1 Projection Factor 1
1650 Projected Traffic 1450
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
MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-21
Comments MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-21
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2149219.78 / 60 * 25* 1.15
$504,619
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2904 * 68.46 / 15 * 25 $162,360
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 26314.46 / 60 * 25 $5,373
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $504,619 + $162,360+ $5,373
$672,352
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-010
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
IOWA STATE LINE TO 2.2 MI NO Termini IOWA STATE LINE TO 2.2 MI NO
153 Present AADT 85
2012 Year of Count 2016
1.8 Projection Factor 1
153 Projected Traffic 85
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
2.2 * 1017490.97 / 60 * 25 *1.1
$1,025,970
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 68.46 / 20 * 25 $397,616
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 32791.35 / 60 * 25 $30,059
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,025,970 + $397,616+ $30,059
$1,453,645
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.2 MI N IA LINE TO SW LIMSPRING GROVE
Termini 2.2 MI N IA LINE TO SW LIMSPRING GROVE
319 Present AADT 285
2012 Year of Count 2016
1.1 Projection Factor 1
319 Projected Traffic 285
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
BITUMINOUS RECLAMATIONPROJECT IN 2007 UNDER SAP 28-604-027.
Comments BITUMINOUS RECLAMATIONPROJECT IN 2007 UNDER SAP 28-604-027.
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92280 Structure Number 92280
2.32 Milepoint 2.32
1973 Year Built 1973
BEAR CREEK Feature Crossed BEAR CREEK
Type of Service
3 Number of Barrels 3
Culvert Width
Culvert Height
59 Culvert Length 59
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
2 * 1017490.97 / 60 * 25 *1.1
$932,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 68.46 / 20 * 25 $361,469
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 32791.35 / 60 * 25 $27,326
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
59 * 158.00005893 * 15.47 /100 * 25 * 1.15
$41,461
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $932,700 + $361,469+ $27,326 + $41,461
$1,362,956
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-020
Original Current
SPRING GROVE Municipality SPRING GROVE
0.24 Segment Length 0.24
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SW LIM SPRING GROVE TO TH 44 Termini SW LIM SPRING GROVE TO TH 44
319 Present AADT 285
2012 Year of Count 2016
1.1 Projection Factor 1
319 Projected Traffic 285
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
BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-604-028.
Comments BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-604-028.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 1017490.97 / 60 * 25* 1.1
$111,924
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2112 * 68.46 / 20 * 25 $43,376
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 32791.35 / 60 * 25 $3,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $111,924 + $43,376 +$3,279
$158,579
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-030
Original Current
SPRING GROVE Municipality SPRING GROVE
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 44 TO NO LIM SPRING GROVE Termini TH 44 TO NO LIM SPRING GROVE
737 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
737 Projected Traffic 610
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 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 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 * 1017490.97 / 60 * 25 *1.1
$233,175
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 68.46 / 20 * 25 $90,367
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 32791.35 / 60 * 25 $6,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,175 + $90,367 +$6,832
$330,374
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM SPRING GROVE TO BLACKHAMMER CHURCH
Termini N LIM SPRING GROVE TO BLACKHAMMER CHURCH
737 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
737 Projected Traffic 610
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 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88412 Structure Number 88412
6.4 Milepoint 6.4
1923 Year Built 1923
BEAVER CREEK Feature Crossed BEAVER CREEK
Type of Service
2 Number of Barrels 2
8 Culvert Width 8
8 Culvert Height 8
62 Culvert Length 62
127.99999324 Area of Waterway Opening 127.99999324
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
3.8 * 1017490.97 / 60 * 25 *1.1
$1,772,130
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 68.46 / 20 * 25 $686,791
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 32791.35 / 60 * 25 $51,920
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 127.99999324 * 15.47 /100 * 25 * 1.15
$35,296
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,772,130 + $686,791+ $51,920 + $35,296
$2,546,137
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-050
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
BLACK HAMMER CHURCH TOFARLEY HILL
Termini BLACK HAMMER CHURCH TOFARLEY HILL
737 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
737 Projected Traffic 610
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 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 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 * 1017490.97 / 60 * 25 *1.1
$1,399,050
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 68.46 / 20 * 25 $542,203
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 32791.35 / 60 * 25 $40,989
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,399,050 + $542,203+ $40,989
$1,982,242
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-070
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
FARLEY HILL TO ROOSTERVALLEY ROAD (T-125)
Termini FARLEY HILL TO ROOSTERVALLEY ROAD (T-125)
303 Present AADT 255
2012 Year of Count 2016
1.1 Projection Factor 1
303 Projected Traffic 255
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 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 RC&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28534 Structure Number 28534
12.95 Milepoint 12.95
2005 Year Built 2005
RICEFORD CREEK Feature Crossed RICEFORD CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
112.5 Bridge Length 112.5
39.3 Bridge Width 39.3
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
1.3 * 1017490.97 / 60 * 25 *1.1
$606,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 68.46 / 20 * 25 $234,955
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 32791.35 / 60 * 25 $17,762
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
112.5 * 39.3 * 152 / 80 * 25* 1.15
$241,511
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $606,255 + $234,955+ $17,762 + $241,511
$1,100,483
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-071
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
ROOSTER VALLEY ROAD (T- 125)TO YUCATAN (CREAMERY DR)
Termini ROOSTER VALLEY ROAD (T- 125)TO YUCATAN (CREAMERY DR)
314 Present AADT 255
2012 Year of Count 2016
1.1 Projection Factor 1
314 Projected Traffic 255
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 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2014 SAP 028-604-033 RC&OL
2013 SAP 028-604-031 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
1.6 * 1017490.97 / 60 * 25 *1.1
$746,160
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 68.46 / 20 * 25 $289,175
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 32791.35 / 60 * 25 $21,861
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $746,160 + $289,175+ $21,861
$1,057,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-073
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
YUCATAN TO 1.2 MILES NE OFC.S.A.H. 15
Termini YUCATAN TO 1.2 MILES NE OFC.S.A.H. 15
314 Present AADT 255
2012 Year of Count 2016
1.1 Projection Factor 1
314 Projected Traffic 255
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 028-604-035 FLOODREPAIRS, DITCHES
2013 SAP 028-604-031 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2013 SAP 028-604-031 RC&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28505 Structure Number 28505
15.28 Milepoint 15.28
1971 Year Built 1971
S FK ROOT RIVER Feature Crossed S FK ROOT RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
186.5 Bridge Length 186.5
36.2 Bridge Width 36.2
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 1017490.97 / 60 * 25 *1.1
$932,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 68.46 / 20 * 25 $361,469
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 32791.35 / 60 * 25 $27,326
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
186.5 * 36.2 * 138 / 80 * 25* 1.15
$334,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $932,700 + $361,469+ $27,326 + $334,822
$1,656,317
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-075
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
1.20 MILES NE OF C.S.A.H. 15 TO6.0 MILES SW OF T.H. 76
Termini 1.20 MILES NE OF C.S.A.H. 15 TO6.0 MILES SW OF T.H. 76
314 Present AADT 260
2012 Year of Count 2016
1.1 Projection Factor 1
314 Projected Traffic 260
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 028-604-035 FLOODREPAIRS, DITCHES
2013 SAP 028-604-031 RC&OL
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2013 SAP 028-604-031 RC&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92423 Structure Number 92423
17.16 Milepoint 17.16
1974 Year Built 1974
BRIDGE CREEK Feature Crossed BRIDGE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
67 Culvert Length 67
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
1.5 * 1017490.97 / 60 * 25 *1.1
$699,525
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 68.46 / 20 * 25 $271,102
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 32791.35 / 60 * 25 $20,495
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
67 * 287.99998479 * 15.47 /100 * 25 * 1.15
$85,821
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $699,525 + $271,102+ $20,495 + $85,821
$1,076,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-604-080
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
6.0 MI SW TH 76 TO TH 76 Termini 6.0 MI SW TH 76 TO TH 76
396 Present AADT 380
2012 Year of Count 2016
1.1 Projection Factor 1
396 Projected Traffic 380
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 028-604-035 FLOODREPAIRS, DITCHES
2012 SAP 028-604-029 CUL# 28J42REPLACES 7033
Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES
2012 SAP 028-604-029 CUL# 28J42REPLACES 7033
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J42 Structure Number 28J42
19.77 Milepoint 19.77
2012 Year Built 2012
DRY RUN Feature Crossed DRY RUN
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
6 Culvert Height 6
54 Culvert Length 54
180 Area of Waterway Opening 180
100% Shared Structure 100%
2012 SAP 028-604-029 CUL# 28J42REPLACES 7033
Comments 2012 SAP 028-604-029 CUL# 28J42REPLACES 7033
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88413 Structure Number 88413
18.36 Milepoint 18.36
1949 Year Built 1949
DRY RUN Feature Crossed DRY RUN
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
40 Culvert Length 40
63.99999662 Area of Waterway Opening 63.99999662
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88414 Structure Number 88414
21.29 Milepoint 21.29
1949 Year Built 1949
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
8 Culvert Width 8
6 Culvert Height 6
33 Culvert Length 33
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
6 * 1017490.97 / 60 * 25 *1.1
$2,798,100
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 68.46 / 20 * 25 $1,084,406
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 32791.35 / 60 * 25 $81,978
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 180 * 15.47 / 100 * 25 *1.15
$43,231
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
40 * 63.99999662 * 15.47 /100 * 25 * 1.15
$11,386
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
33 * 95.99999493 * 15.47 /100 * 25 * 1.15
$14,090
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert
$0 + $2,798,100 +$1,084,406 + $81,978 +$43,231 + $11,386 +$14,090
$4,033,191
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-010
Original Current
CALEDONIA Municipality CALEDONIA
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
JCT CSAH 3 TO ADAMS ST Termini JCT CSAH 3 TO ADAMS ST
2200 Present AADT 1750
2012 Year of Count 2016
1.1 Projection Factor 1
2200 Projected Traffic 1750
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
0.5 * 2149219.78 / 60 * 25 *1.15
$514,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2904 * 68.46 / 15 * 25 $165,673
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 26314.46 / 60 * 25 $5,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $514,917 + $165,673+ $5,482
$686,072
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-020
Original Current
CALEDONIA Municipality CALEDONIA
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ADAMS ST TO SO LIM CALEDONIA Termini ADAMS ST TO SO LIM CALEDONIA
1430 Present AADT 1300
2012 Year of Count 2016
1.1 Projection Factor 1
1430 Projected Traffic 1300
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 028-605-019 OL Comments 2015 SAP 028-605-019 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
0.25 * 1017490.97 / 60 * 25* 1.1
$116,588
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 68.46 / 20 * 25 $45,184
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 32791.35 / 60 * 25 $3,416
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $116,588 + $45,184 +$3,416
$165,188
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIM CALEDONIA TO CSAH 14 Termini S LIM CALEDONIA TO CSAH 14
792 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
792 Projected Traffic 780
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 028-605-018 PH1 0.27FROM S LIM TO CSAH5
2010, SP 28-605-12, GRADE &BASE
2012 UPDATE - MISSING CULVERT28J25 REPLACING 88415, MOVEDCULVERTS FROM SEG030FURTHER SOUTH.
Comments 2014 SAP 028-605-018 PH1 0.27FROM S LIM TO CSAH5
2010, SP 28-605-12, GRADE &BASE
2012 UPDATE - MISSING CULVERT28J25 REPLACING 88415, MOVEDCULVERTS FROM SEG030FURTHER SOUTH.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28524 Structure Number 28524
1.52 Milepoint 1.52
2003 Year Built 2003
WINNEBAGO CREEK Feature Crossed WINNEBAGO CREEK
Type of Service
Number of Spans
114.4 Bridge Length 114.4
38.7 Bridge Width 38.7
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
2957 Structure Number 2957
2.51 Milepoint 2.51
1919 Year Built 1919
STREAM Feature Crossed STREAM
Type of Service
Number of Spans
33 Bridge Length 33
18.3 Bridge Width 18.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
28J25 Structure Number 28J25
0 Milepoint 0
2010 Year Built 2010
Feature Crossed
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
10 Culvert Height 10
134 Culvert Length 134
200 Area of Waterway Opening 200
100% Shared Structure 100%
2010 SP 028-605-012 CULVERT28J25 REPLACES 88415. NOTPREVIOUSLY RECORDED FORSEG 030
Comments 2010 SP 028-605-012 CULVERT28J25 REPLACES 88415. NOTPREVIOUSLY RECORDED FORSEG 030
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 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
114.4 * 38.7 * 152 / 80 * 25* 1.15
$241,840
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
33 * 18.3 * 152 / 80 * 25 *1.15
$32,988
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
134 * 200 * 15.47 / 100 * 25* 1.15
$119,196
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Culvert
$0 + $1,212,510 + $469,909+ $35,524 + $241,840 +$32,988 + $119,196
$2,111,967
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO 0.70 MI SO Termini CSAH 14 TO 0.70 MI SO
198 Present AADT 170
2012 Year of Count 2016
1.1 Projection Factor 1
198 Projected Traffic 170
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
0.7 * 1017490.97 / 60 * 25 *1.1
$326,445
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 68.46 / 20 * 25 $126,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 32791.35 / 60 * 25 $9,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $326,445 + $126,514+ $9,564
$462,523
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.3 Segment Length 4.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MI TO 5.0 MI S CSAH 14 Termini 0.7 MI TO 5.0 MI S CSAH 14
198 Present AADT 170
2012 Year of Count 2016
1.1 Projection Factor 1
198 Projected Traffic 170
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
28514 Structure Number 28514
7.69 Milepoint 7.69
1983 Year Built 1983
WINNEBAGO CREEK Feature Crossed WINNEBAGO CREEK
Type of Service
Number of Spans
107.3 Bridge Length 107.3
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
91655 Structure Number 91655
7.44 Milepoint 7.44
1978 Year Built 1978
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
56 Culvert Length 56
159.99999155 Area of Waterway Opening 159.99999155
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 * 1017490.97 / 60 * 25 *1.1
$2,005,305
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.3 * 2112 * 68.46 / 20 * 25 $777,158
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.3 * 32791.35 / 60 * 25 $58,751
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
107.3 * 35 * 152 / 80 * 25 *1.15
$205,144
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 159.99999155 * 15.47 /100 * 25 * 1.15
$39,851
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $2,005,305 + $777,158+ $58,751 + $205,144 +$39,851
$3,086,209
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.0 M TO 5.7 M S OF CSAH 14 Termini 5.0 M TO 5.7 M S OF CSAH 14
50 Present AADT 45
2012 Year of Count 2016
1.1 Projection Factor 1
50 Projected Traffic 45
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 508745.49 / 60 * 25 *1.1
$163,223
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 546 * 10.3 / 2 * 25 $49,208
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$163,223 + $49,208 + $0 $212,431
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.7 MI SO OF CSAH 14 TO CSAH 23 Termini 5.7 MI SO OF CSAH 14 TO CSAH 23
50 Present AADT 45
2012 Year of Count 2016
1.1 Projection Factor 1
50 Projected Traffic 45
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
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
4044 Structure Number 4044
9.58 Milepoint 9.58
1923 Year Built 1923
DRY RUN Feature Crossed DRY RUN
Type of Service
Number of Spans
36.5 Bridge Length 36.5
18 Bridge Width 18
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 508745.49 / 60 * 25 *1.1
$139,905
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 546 * 10.3 / 2 * 25 $42,179
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
36.5 * 18 * 152 / 80 * 25 *1.15
$35,889
Total Segment Cost Construction +Preservation + ROW +Bridge
$139,905 + $42,179 + $0 +$35,889
$217,973
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.3 Segment Length 5.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO 0.5 MILES WEST OFCORRAL DRIVE
Termini CSAH 23 TO 0.5 MILES WEST OFCORRAL DRIVE
83 Present AADT 75
2012 Year of Count 2016
1.1 Projection Factor 1
83 Projected Traffic 75
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
SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Comments SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28516 Structure Number 28516
5.71 Milepoint 5.71
1996 Year Built 1996
WINNEBAGO CREEK Feature Crossed WINNEBAGO CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
110.6 Bridge Length 110.6
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
2904 Structure Number 2904
10.91 Milepoint 10.91
1918 Year Built 1918
DRY RUN Feature Crossed DRY RUN
Type of Service
Number of Spans
25 Bridge Length 25
17.8 Bridge Width 17.8
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
88416 Structure Number 88416
13.19 Milepoint 13.19
1919 Year Built 1919
DRY RUN Feature Crossed DRY RUN
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
32 Culvert Length 32
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.3 * 508745.49 / 60 * 25 *1.1
$1,235,828
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.3 * 546 * 10.3 / 2 * 25 $372,577
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.3 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
110.6 * 39.3 * 152 / 80 * 25* 1.15
$237,432
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
25 * 17.8 * 152 / 80 * 25 *1.15
$24,308
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
32 * 60.00013138 * 15.47 /100 * 25 * 1.15
$8,539
Total Segment Cost Construction +Preservation + ROW +Bridge + Bridge + Culvert
$1,235,828 + $372,577 + $0+ $237,432 + $24,308 +$8,539
$1,878,684
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-068
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MILES WEST TO 0.2 MILESWEST OF CORRAL DRIVE
Termini 0.5 MILES WEST TO 0.2 MILESWEST OF CORRAL DRIVE
83 Present AADT 75
2012 Year of Count 2016
1.1 Projection Factor 1
83 Projected Traffic 75
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Comments SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J11 Structure Number 28J11
2.23 Milepoint 2.23
2004 Year Built 2004
WINNEBEGO CRK TRIB Feature Crossed WINNEBEGO CRK TRIB
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
7 Culvert Height 7
64 Culvert Length 64
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 508745.49 / 60 * 25 *1.1
$69,953
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 546 * 10.3 / 2 * 25 $21,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 195.9998551 * 15.47 /100 * 25 * 1.15
$55,791
Total Segment Cost Construction +Preservation + ROW +Culvert
$69,953 + $21,089 + $0 +$55,791
$146,833
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-069
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
0.2 MILES WEST TO 0.1 MILESWEST OF CORRAL DRIVE
Termini 0.2 MILES WEST TO 0.1 MILESWEST OF CORRAL DRIVE
83 Present AADT 75
2012 Year of Count 2016
1.1 Projection Factor 1
83 Projected Traffic 75
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
SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Comments SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 508745.49 / 60 * 25 *1.1
$23,318
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 546 * 10.3 / 2 * 25 $7,030
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$23,318 + $7,030 + $0 $30,348
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MILES WEST OF CORRAL DRTO0.2 MILES EAST OF CORRAL DR
Termini 0.1 MILES WEST OF CORRAL DRTO0.2 MILES EAST OF CORRAL DR
83 Present AADT 75
2012 Year of Count 2016
1.1 Projection Factor 1
83 Projected Traffic 75
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2003 Latest Year SA funds 2003
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 508745.49 / 60 * 25 *1.1
$69,953
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 546 * 10.3 / 2 * 25 $21,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$69,953 + $21,089 + $0 $91,042
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-605-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MILES EAST OF CORRALDRIVE TO IOWA STATE LINE
Termini 0.2 MILES EAST OF CORRALDRIVE TO IOWA STATE LINE
83 Present AADT 75
2012 Year of Count 2016
1.1 Projection Factor 1
83 Projected Traffic 75
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
NEW SEGMENT TO REFLECT NEWCONSTRUCTION IN SEGMENT 28-605-070. APS
Comments NEW SEGMENT TO REFLECT NEWCONSTRUCTION IN SEGMENT 28-605-070. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88415 Structure Number 88415
16.1 Milepoint 16.1
1954 Year Built 1954
S FK CROOKED CREEK Feature Crossed S FK CROOKED CREEK
Type of Service
1 Number of Barrels 1
16 Culvert Width 16
12 Culvert Height 12
49 Culvert Length 49
161.99992417 Area of Waterway Opening 161.99992417
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
1.6 * 508745.49 / 60 * 25 *1.1
$373,080
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 546 * 10.3 / 2 * 25 $112,476
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
49 * 161.99992417 * 15.47 /100 * 25 * 1.15
$35,305
Total Segment Cost Construction +Preservation + ROW +Culvert
$373,080 + $112,476 + $0+ $35,305
$520,861
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-010
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
NO CO LINE TO PINE CREEK BR Termini NO CO LINE TO PINE CREEK BR
457 Present AADT 405
2012 Year of Count 2016
1.1 Projection Factor 1
457 Projected Traffic 405
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
Bridge Information Status: Original
Original Current
28521 Structure Number 28521
1.7 Milepoint 1.7
1982 Year Built 1982
PINE CREEK Feature Crossed PINE CREEK
Type of Service
Number of Spans
144.5 Bridge Length 144.5
35.3 Bridge Width 35.3
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
1.7 * 1017490.97 / 60 * 25 *1.1
$792,795
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 68.46 / 20 * 25 $307,248
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 32791.35 / 60 * 25 $23,227
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
144.5 * 35.3 * 152 / 80 * 25* 1.15
$278,634
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $792,795 + $307,248+ $23,227 + $278,634
$1,401,904
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-020
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
1.7 MI SE OF NO CO LINE TO 2.0 MIW OF W LIM LACRESCENT
Termini 1.7 MI SE OF NO CO LINE TO 2.0 MIW OF W LIM LACRESCENT
979 Present AADT 920
2012 Year of Count 2016
1.1 Projection Factor 1
979 Projected Traffic 920
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
4 * 1017490.97 / 60 * 25 *1.1
$1,865,400
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 68.46 / 20 * 25 $722,938
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 32791.35 / 60 * 25 $54,652
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,865,400 + $722,938+ $54,652
$2,642,990
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.0 MI W OF W LIM LACRESCENTTO NORTH PINE CREEK RD (T-311)
Termini 2.0 MI W OF W LIM LACRESCENTTO NORTH PINE CREEK RD (T-311)
979 Present AADT 920
2012 Year of Count 2016
1.1 Projection Factor 1
979 Projected Traffic 920
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
Bridge Information Status: Original
Original Current
28512 Structure Number 28512
6.3 Milepoint 6.3
1980 Year Built 1980
PINE CREEK Feature Crossed PINE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
170.4 Bridge Length 170.4
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 1017490.97 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 68.46 / 20 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 32791.35 / 60 * 25 $5,465
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
170.4 * 39.3 * 138 / 80 * 25* 1.15
$332,115
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $186,540 + $72,294 +$5,465 + $332,115
$596,414
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTH PINE CREEK RD TO 0.9 MIW OF W CITY LIM OFLACRESCENT
Termini NORTH PINE CREEK RD TO 0.9 MIW OF W CITY LIM OFLACRESCENT
4345 Present AADT 3950
2012 Year of Count 2016
1.1 Projection Factor 1
4345 Projected Traffic 3950
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J04 Structure Number 28J04
6.479 Milepoint 6.479
1997 Year Built 1997
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
82 Culvert Length 82
84.00039921 Area of Waterway Opening 84.00039921
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 1128323.19 / 60 * 25 *1.1
$206,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 68.46 / 20 * 25 $81,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 22225.46 / 60 * 25 $3,704
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 84.00039921 * 15.47 /100 * 25 * 1.15
$30,635
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $206,859 + $81,330 +$3,704 + $30,635
$322,528
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-032
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
0.90 MI W TO W CITY LIM OFLACRESCENT
Termini 0.90 MI W TO W CITY LIM OFLACRESCENT
4345 Present AADT 3950
2012 Year of Count 2016
1.1 Projection Factor 1
4345 Projected Traffic 3950
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
RECONDITIONING UNDER SAP 28-606-19, LET 4-29-02. APS
Comments RECONDITIONING UNDER SAP 28-606-19, LET 4-29-02. 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 * 2149219.78 / 60 * 25 *1.15
$926,851
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2904 * 68.46 / 15 * 25 $298,212
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 26314.46 / 60 * 25 $9,868
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $926,851 + $298,212+ $9,868
$1,234,931
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-040
Original Current
LA CRESCENT Municipality LA CRESCENT
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
W LIM OF LACRESCENT TOLARCH ST
Termini W LIM OF LACRESCENT TOLARCH ST
5500 Present AADT 5200
2012 Year of Count 2016
1.1 Projection Factor 1
5500 Projected Traffic 5200
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
RECONDITIONING UNDER SAP 28-606-19, LET 4-29-02. APS
Comments RECONDITIONING UNDER SAP 28-606-19, LET 4-29-02. 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 * 2149219.78 / 60 * 25* 1.15
$123,580
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 68.46 / 15 * 25 $39,762
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 26314.46 / 60 * 25 $1,316
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $123,580 + $39,762 +$1,316
$164,658
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-050
Original Current
LA CRESCENT Municipality LA CRESCENT
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
LARCH ST TO CSAH 29 Termini LARCH ST TO CSAH 29
7260 Present AADT 6300
2012 Year of Count 2016
1.1 Projection Factor 1
7260 Projected Traffic 6300
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
CHANGES WERE MADE IN THEPROPOSED DATA TO REFLECTTHE ELIGIBILITY FOR NEEDS FOR4 LANES OF TRAFFIC, FULLYREALIZING THAT THESE NEEDSWILL NOT BE EARNED AT THISTIME.
RESURFACED UNDER PROJECTSAP 28-606-22 AWARD 2008 RLL
Comments CHANGES WERE MADE IN THEPROPOSED DATA TO REFLECTTHE ELIGIBILITY FOR NEEDS FOR4 LANES OF TRAFFIC, FULLYREALIZING THAT THESE NEEDSWILL NOT BE EARNED AT THISTIME.
RESURFACED UNDER PROJECTSAP 28-606-22 AWARD 2008 RLL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2149219.78 / 60 * 25 *1.15
$617,901
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 68.46 / 15 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 26314.46 / 60 * 25 $6,579
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $617,901 + $198,808+ $6,579
$823,288
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-606-060
Original Current
LA CRESCENT Municipality LA CRESCENT
0.22 Segment Length 0.22
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 29 TO TH 61 Termini CSAH 29 TO TH 61
8690 Present AADT 7900
2012 Year of Count 2016
1.1 Projection Factor 1
8690 Projected Traffic 7900
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
THIS IS A NEW SEGMENT ANDWAS PRIOR PART OF 28--606--050.THIS PROJECT WASCONSTRUCTED IN 2007 UNDER SP28-606-20.
Comments THIS IS A NEW SEGMENT ANDWAS PRIOR PART OF 28--606--050.THIS PROJECT WASCONSTRUCTED IN 2007 UNDER SP28-606-20.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.22 * 2149219.78 / 60 * 25* 1.15
$226,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 2904 * 68.46 / 15 * 25 $72,896
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 26314.46 / 60 * 25 $2,412
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $226,564 +$72,896 + $2,412
$337,028
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-607-010
Original Current
HOKAH Municipality HOKAH
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
TH 16 TO EAST LIMITS HOKAH Termini TH 16 TO EAST LIMITS HOKAH
358 Present AADT 365
2012 Year of Count 2016
1.1 Projection Factor 1
358 Projected Traffic 365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
Bridge Information Status: Original
Original Current
28520 Structure Number 28520
0.049 Milepoint 0.049
1995 Year Built 1995
THOMPSON CREEK Feature Crossed THOMPSON CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
156.3 Bridge Length 156.3
43.3 Bridge Width 43.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 1017490.97 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 68.46 / 20 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 32791.35 / 60 * 25 $5,465
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
156.3 * 43.3 * 138 / 80 * 25* 1.15
$335,640
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $186,540 + $72,294 +$5,465 + $335,640
$599,939
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-607-020
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
EAST LIMITS HOKAH TO TH 26 Termini EAST LIMITS HOKAH TO TH 26
358 Present AADT 365
2012 Year of Count 2016
1.1 Projection Factor 1
358 Projected Traffic 365
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
Culvert Information Status: Original
Original Current
28J01 Structure Number 28J01
1.306 Milepoint 1.306
1995 Year Built 1995
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
5 Culvert Height 5
64 Culvert Length 64
99.99986017 Area of Waterway Opening 99.99986017
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.3 * 1017490.97 / 60 * 25 *1.1
$1,072,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 68.46 / 20 * 25 $415,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 32791.35 / 60 * 25 $31,425
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 99.99986017 * 15.47 /100 * 25 * 1.15
$28,465
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,072,605 + $415,689+ $31,425 + $28,465
$1,548,184
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-608-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON IOWA STATE LINE TO 1.5 MI W Termini ON IOWA STATE LINE TO 1.5 MI W
44 Present AADT 40
2012 Year of Count 2016
1.1 Projection Factor 1
44 Projected Traffic 40
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 508745.49 / 60 * 25 *1.1
$349,763
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 546 * 10.3 / 2 * 25 $105,446
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$349,763 + $105,446 + $0 $455,209
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-608-020
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
IA LINE TO TH 44 Termini IA LINE TO TH 44
946 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 830
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 PHASE 1 RECONST 028-608-013 CULVERT 28J44 R&R 88417
Comments 2013 PHASE 1 RECONST 028-608-013 CULVERT 28J44 R&R 88417
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J44 Structure Number 28J44
1.77 Milepoint 1.77
2013 Year Built 2013
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
228 Culvert Length 228
96 Area of Waterway Opening 96
100% Shared Structure 100%
CONSTRUCTED UNDER PROJECTSP 028-608-013 PHASE 1RECONST
Comments CONSTRUCTED UNDER PROJECTSP 028-608-013 PHASE 1RECONST
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 * 1017490.97 / 60 * 25 *1.1
$1,399,050
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 68.46 / 20 * 25 $542,203
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 32791.35 / 60 * 25 $40,989
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
228 * 96 * 15.47 / 100 * 25 *1.15
$97,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,399,050 + $542,203+ $40,989 + $97,350
$2,079,592
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-608-030
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
TH 44 TO CSAH 33 Termini TH 44 TO CSAH 33
44 Present AADT 40
2012 Year of Count 2016
1.1 Projection Factor 1
44 Projected Traffic 40
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 508745.49 / 60 * 25 *1.1
$443,033
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 546 * 10.3 / 2 * 25 $133,565
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$443,033 + $133,565 + $0 $576,598
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-608-040
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
CSAH 33 TO 1.1 M NW Termini CSAH 33 TO 1.1 M NW
165 Present AADT 140
2012 Year of Count 2016
1.1 Projection Factor 1
165 Projected Traffic 140
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
1.1 * 1017490.97 / 60 * 25 *1.1
$512,985
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 68.46 / 20 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 32791.35 / 60 * 25 $15,029
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $512,985 + $198,808+ $15,029
$726,822
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-608-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.1 M NW OF CSAH 33 TO W COLINE
Termini 1.1 M NW OF CSAH 33 TO W COLINE
165 Present AADT 140
2012 Year of Count 2016
1.1 Projection Factor 1
165 Projected Traffic 140
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 0 - 149 )
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 508745.49 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 546 * 10.3 / 2 * 25 $56,238
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$186,540 + $56,238 + $0 $242,778
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-609-010
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
TH 76 TO CSAH 21 Termini TH 76 TO CSAH 21
880 Present AADT 730
2012 Year of Count 2016
1.1 Projection Factor 1
880 Projected Traffic 730
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 028-609-014 RC&OL Comments 2014 SAP 028-609-014 RC&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88418 Structure Number 88418
2.19 Milepoint 2.19
1954 Year Built 1954
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
46 Culvert Length 46
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
2.6 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
46 * 50.00046828 * 15.47 /100 * 25 * 1.15
$10,230
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,212,510 + $469,909+ $35,524 + $10,230
$1,728,173
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-609-011
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
CSAH 21 TO 1.6 MI NO Termini CSAH 21 TO 1.6 MI NO
468 Present AADT 460
2012 Year of Count 2016
1.1 Projection Factor 1
468 Projected Traffic 460
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 028-609-014 RC&OL
2012 SAP 028-609-013
Comments 2014 SAP 028-609-014 RC&OL
2012 SAP 028-609-013
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 1017490.97 / 60 * 25 *1.1
$746,160
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 68.46 / 20 * 25 $289,175
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 32791.35 / 60 * 25 $21,861
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $746,160 + $289,175+ $21,861
$1,057,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-609-020
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
4.2 MI NE TH 76 TO NO CO LINE Termini 4.2 MI NE TH 76 TO NO CO LINE
468 Present AADT 460
2012 Year of Count 2016
1.1 Projection Factor 1
468 Projected Traffic 460
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONDITIONING UNDER SAP 28-609-09, LET 4-29-02. APS
Comments RECONDITIONING UNDER SAP 28-609-09, LET 4-29-02. APS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28502 Structure Number 28502
4.24 Milepoint 4.24
1961 Year Built 1961
SILVER CREEK Feature Crossed SILVER CREEK
Type of Service
Number of Spans
119.4 Bridge Length 119.4
36 Bridge Width 36
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
91903 Structure Number 91903
5.69 Milepoint 5.69
1979 Year Built 1979
SILVER CREEK Feature Crossed SILVER CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
136 Culvert Length 136
159.99999155 Area of Waterway Opening 159.99999155
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
2.9 * 1017490.97 / 60 * 25 *1.1
$1,352,415
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 68.46 / 20 * 25 $524,130
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 32791.35 / 60 * 25 $39,623
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
119.4 * 36 * 152 / 80 * 25 *1.15
$234,800
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
136 * 159.99999155 * 15.47/ 100 * 25 * 1.15
$96,780
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,352,415 + $524,130+ $39,623 + $234,800 +$96,780
$2,247,748
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-010
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 76 TO 1.90 MI NW Termini TH 76 TO 1.90 MI NW
402 Present AADT 345
2012 Year of Count 2016
1.1 Projection Factor 1
402 Projected Traffic 345
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
RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.
Comments RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 1017490.97 / 60 * 25 *1.1
$886,065
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 68.46 / 20 * 25 $343,395
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 32791.35 / 60 * 25 $25,960
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $886,065 + $343,395+ $25,960
$1,255,420
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-020
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
1.90 MI NW TH 76 TO 0.4 MI SE OFWEST BEAVER ROAD (T- 175)
Termini 1.90 MI NW TH 76 TO 0.4 MI SE OFWEST BEAVER ROAD (T- 175)
402 Present AADT 345
2012 Year of Count 2016
1.1 Projection Factor 1
402 Projected Traffic 345
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 028-610-020 CULVERTREPLACE BRIDGE
RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.
Comments 2015 SAP 028-610-020 CULVERTREPLACE BRIDGE
RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7540 Structure Number 7540
3.14 Milepoint 3.14
1940 Year Built 1940
DRY RUN Feature Crossed DRY RUN
Type of Service
Number of Spans
24 Bridge Length 24
24 Bridge Width 24
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
28J55 Structure Number 28J55
2.76 Milepoint 2.76
2015 Year Built 2015
DRY RUN Feature Crossed DRY RUN
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
95 Culvert Length 95
72 Area of Waterway Opening 72
100% Shared Structure 100%
2015 SAP 028-610-020 CULVERTREPLACE BRIDGE
Comments 2015 SAP 028-610-020 CULVERTREPLACE BRIDGE
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
1.7 * 1017490.97 / 60 * 25 *1.1
$792,795
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 68.46 / 20 * 25 $307,248
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 32791.35 / 60 * 25 $23,227
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
24 * 24 * 152 / 80 * 25 *1.15
$31,464
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
95 * 72 * 15.47 / 100 * 25 *1.15
$30,422
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $792,795 + $307,248+ $23,227 + $31,464 +$30,422
$1,185,156
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-021
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
0.4 MI SE OF W BEAVER RD (T-175) TO 0.2 MI NW OF W BEAVERRD
Termini 0.4 MI SE OF W BEAVER RD (T-175) TO 0.2 MI NW OF W BEAVERRD
402 Present AADT 345
2012 Year of Count 2016
1.1 Projection Factor 1
402 Projected Traffic 345
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
GRADING, BASE, AND BITPAVEMENT UNDER SP 28-610-16
Comments GRADING, BASE, AND BITPAVEMENT UNDER SP 28-610-16
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28530 Structure Number 28530
4.06 Milepoint 4.06
2004 Year Built 2004
BEAVER CREEK Feature Crossed BEAVER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
125.5 Bridge Length 125.5
39.3 Bridge Width 39.3
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
0.6 * 1017490.97 / 60 * 25 *1.1
$279,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 68.46 / 20 * 25 $108,441
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 32791.35 / 60 * 25 $8,198
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
125.5 * 39.3 * 152 / 80 * 25* 1.15
$269,419
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $279,810 + $108,441+ $8,198 + $269,419
$665,868
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-022
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MILES NW OF WEST BEAVERROAD (T-175) TO CSAH 11
Termini 0.2 MILES NW OF WEST BEAVERROAD (T-175) TO CSAH 11
402 Present AADT 345
2012 Year of Count 2016
1.1 Projection Factor 1
402 Projected Traffic 345
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
0.4 * 1017490.97 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 68.46 / 20 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 32791.35 / 60 * 25 $5,465
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $186,540 + $72,294 +$5,465
$264,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-030
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
CSAH 11 TO 1.30 MI N Termini CSAH 11 TO 1.30 MI N
363 Present AADT 300
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 300
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
SAP 28-610-17 BRIDGE 28J10 ANDAPPROACH GRADING, LET 5-10-04. APS
Comments SAP 28-610-17 BRIDGE 28J10 ANDAPPROACH GRADING, LET 5-10-04. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J10 Structure Number 28J10
5.25 Milepoint 5.25
2004 Year Built 2004
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
56 Culvert Length 56
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
1.3 * 1017490.97 / 60 * 25 *1.1
$606,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 68.46 / 20 * 25 $234,955
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 32791.35 / 60 * 25 $17,762
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 223.99998817 * 15.47 /100 * 25 * 1.15
$55,791
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $606,255 + $234,955+ $17,762 + $55,791
$914,763
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-040
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
1.30 MI N TO 2.30 MI N OF CSAH 11 Termini 1.30 MI N TO 2.30 MI N OF CSAH 11
363 Present AADT 300
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 300
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
Bridge Information Status: Original
Original Current
28538 Structure Number 28538
Milepoint
2008 Year Built 2008
BEAVER CREEK Feature Crossed BEAVER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
79 Bridge Length 79
25.5 Bridge Width 25.5
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
1 * 1017490.97 / 60 * 25 *1.1
$466,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 68.46 / 20 * 25 $180,734
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 32791.35 / 60 * 25 $13,663
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
79 * 25.5 * 152 / 80 * 25 *1.15
$110,042
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $466,350 + $180,734+ $13,663 + $110,042
$770,789
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-050
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
2.3 MI TO 2.7 MI NORTH OF CSAH11
Termini 2.3 MI TO 2.7 MI NORTH OF CSAH11
363 Present AADT 300
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 300
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
SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL
2010, SAP 28-610-19 OVERLAY
Comments SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL
2010, SAP 28-610-19 OVERLAY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1017490.97 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 68.46 / 20 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 32791.35 / 60 * 25 $5,465
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $186,540 + $72,294 +$5,465
$264,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-610-060
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
2.7 MI NORTH OF CSAH 11 TO TH76
Termini 2.7 MI NORTH OF CSAH 11 TO TH76
363 Present AADT 300
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 300
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL
Comments SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,212,510 + $469,909+ $35,524
$1,717,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-611-010
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 4 TO 2.6 MI NE Termini CSAH 4 TO 2.6 MI NE
171 Present AADT 160
2012 Year of Count 2016
1.1 Projection Factor 1
171 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,212,510 + $469,909+ $35,524
$1,717,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-611-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.6 Segment Length 3.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.6 M NE OF CSAH 4 TO CSAH 10 Termini 2.6 M NE OF CSAH 4 TO CSAH 10
88 Present AADT 90
2012 Year of Count 2016
1.1 Projection Factor 1
88 Projected Traffic 90
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.6 * 508745.49 / 60 * 25 *1.1
$839,430
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.6 * 546 * 10.3 / 2 * 25 $253,071
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.6 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$839,430 + $253,071 + $0 $1,092,501
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-612-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 11 TO 4.0 MILES EAST Termini CSAH 11 TO 4.0 MILES EAST
77 Present AADT 70
2012 Year of Count 2016
1.1 Projection Factor 1
77 Projected Traffic 70
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
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28526 Structure Number 28526
2.57 Milepoint 2.57
1999 Year Built 1999
BEAVER CREEK Feature Crossed BEAVER CREEK
Type of Service
Number of Spans
167 Bridge Length 167
38.5 Bridge Width 38.5
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Culvert Information Status: Original
Original Current
91654 Structure Number 91654
2.39 Milepoint 2.39
1978 Year Built 1978
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
62 Culvert Length 62
120.00026276 Area of Waterway Opening 120.00026276
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
4 * 508745.49 / 60 * 25 * 1.1 $932,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
167 * 38.5 * 138 / 80 * 25 *1.15
$318,863
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 120.00026276 * 15.47 /100 * 25 * 1.15
$33,090
Total Segment Cost Construction +Preservation + ROW +Bridge + Culvert
$932,700 + $281,190 + $0+ $318,863 + $33,090
$1,565,843
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-612-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.1 Segment Length 1.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4 MI E OF CSAH 11 TO 3.4 W OFLIMITS CALEDONIA
Termini 4 MI E OF CSAH 11 TO 3.4 W OFLIMITS CALEDONIA
77 Present AADT 70
2012 Year of Count 2016
1.1 Projection Factor 1
77 Projected Traffic 70
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.1 * 508745.49 / 60 * 25 *1.1
$256,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 546 * 10.3 / 2 * 25 $77,327
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$256,493 + $77,327 + $0 $333,820
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-612-030
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
3.4 MI W TO W LIM CALEDONIA Termini 3.4 MI W TO W LIM CALEDONIA
660 Present AADT 600
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 600
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 28-612-12, LET 6-6-01. APS
Comments RECONDITIONING UNDER SAP 28-612-12, LET 6-6-01. APS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88421 Structure Number 88421
7.31 Milepoint 7.31
1962 Year Built 1962
DRY RUN Feature Crossed DRY RUN
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
81 Culvert Length 81
76.99955865 Area of Waterway Opening 76.99955865
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
3.4 * 1017490.97 / 60 * 25 *1.1
$1,585,590
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2112 * 68.46 / 20 * 25 $614,497
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 32791.35 / 60 * 25 $46,454
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
81 * 76.99955865 * 15.47 /100 * 25 * 1.15
$27,740
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,585,590 + $614,497+ $46,454 + $27,740
$2,274,281
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-612-040
Original Current
CALEDONIA Municipality CALEDONIA
0.8 Segment Length 0.8
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM CALEDONIA TO TH 44 Termini W LIM CALEDONIA TO TH 44
660 Present AADT 600
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 600
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
BITUMINOUS WIDENING ANDOVERLAY OF EXISTINGCONCRETE PAVEMENT IN 2001WAS DONE WITH LOCAL FUNDS
Comments BITUMINOUS WIDENING ANDOVERLAY OF EXISTINGCONCRETE PAVEMENT IN 2001WAS DONE WITH LOCAL FUNDS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
8161 Structure Number 8161
8.99 Milepoint 8.99
1923 Year Built 1923
DRY RUN Feature Crossed DRY RUN
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
8 Culvert Height 8
37 Culvert Length 37
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
0.8 * 1017490.97 / 60 * 25 *1.1
$373,080
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 68.46 / 20 * 25 $144,588
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 32791.35 / 60 * 25 $10,930
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
37 * 80.00053397 * 15.47 /100 * 25 * 1.15
$13,165
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $373,080 + $144,588+ $10,930 + $13,165
$541,763
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.9 Segment Length 3.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST CO LINE TO 3.9 MI E Termini WEST CO LINE TO 3.9 MI E
413 Present AADT 405
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 405
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
RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07
Comments RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.9 * 1017490.97 / 60 * 25 *1.1
$1,818,765
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.9 * 2112 * 68.46 / 20 * 25 $704,864
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.9 * 32791.35 / 60 * 25 $53,286
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,818,765 + $704,864+ $53,286
$2,576,915
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-011
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
3.9 MI E TO 6.7 MI E OF W CO LINE Termini 3.9 MI E TO 6.7 MI E OF W CO LINE
413 Present AADT 405
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 405
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
RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07
Comments RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,305,780
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 68.46 / 20 * 25 $506,056
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 32791.35 / 60 * 25 $38,257
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,305,780 + $506,056+ $38,257
$1,850,093
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-020
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
6.7 MI E OF W CO LINE TO W LIMHOUSTON
Termini 6.7 MI E OF W CO LINE TO W LIMHOUSTON
413 Present AADT 405
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 405
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
2015 SAP 028-996-010 ER FUNDS,RC&OL
SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Comments 2015 SAP 028-996-010 ER FUNDS,RC&OL
SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,212,510 + $469,909+ $35,524
$1,717,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-040
Original Current
HOUSTON Municipality HOUSTON
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
W LIM HOUSTON TO 140 FT WWASHINGTON ST
Termini W LIM HOUSTON TO 140 FT WWASHINGTON ST
413 Present AADT 405
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 405
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
BITUMINOUS OVERLAY PROJECTIN 2000 USING LOCAL FUNDS
Comments BITUMINOUS OVERLAY PROJECTIN 2000 USING LOCAL FUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.34 * 1017490.97 / 60 * 25* 1.1
$158,559
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2112 * 68.46 / 20 * 25 $61,450
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 32791.35 / 60 * 25 $4,645
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $158,559 + $61,450 +$4,645
$224,654
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-050
Original Current
HOUSTON Municipality HOUSTON
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
140 FT W WASH ST TO MAPLE ST Termini 140 FT W WASH ST TO MAPLE ST
1265 Present AADT 1100
2012 Year of Count 2016
1.1 Projection Factor 1
1265 Projected Traffic 1100
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
RECONDITIONING UNDER SAP 28-613-08, LET 4-29-02. APS
Comments RECONDITIONING UNDER SAP 28-613-08, LET 4-29-02. 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
0.4 * 2149219.78 / 60 * 25 *1.15
$411,934
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2904 * 68.46 / 15 * 25 $132,539
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 26314.46 / 60 * 25 $4,386
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $411,934 + $132,539+ $4,386
$548,859
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-613-060
Original Current
HOUSTON Municipality HOUSTON
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
MAPLE ST TO TH 76 Termini MAPLE ST TO TH 76
1815 Present AADT 1650
2012 Year of Count 2016
1.1 Projection Factor 1
1815 Projected Traffic 1650
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
RECONDITIONING UNDER SAP 28-613-08,, LET 4-29-02. APS
Comments RECONDITIONING UNDER SAP 28-613-08,, LET 4-29-02. 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 * 2149219.78 / 60 * 25* 1.15
$61,790
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 68.46 / 15 * 25 $19,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 26314.46 / 60 * 25 $658
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $61,790 + $19,881 +$658
$82,329
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : HOUSTON Segment Nbr : 028-614-010
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
CSAH 5 TO 4.2 MI E Termini CSAH 5 TO 4.2 MI E
638 Present AADT 620
2012 Year of Count 2016
1.1 Projection Factor 1
638 Projected Traffic 620
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 028-614-011 RC&OL
2014 SP 028-614-010 FLOODREPAIRS, DITCHES
Comments 2016 SAP 028-614-011 RC&OL
2014 SP 028-614-010 FLOODREPAIRS, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,958,670
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 68.46 / 20 * 25 $759,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 32791.35 / 60 * 25 $57,385
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,958,670 + $759,084+ $57,385
$2,775,139
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : HOUSTON Segment Nbr : 028-614-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.6 Segment Length 7.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.2 MI E OF CSAH 5 TO TH 26 Termini 4.2 MI E OF CSAH 5 TO TH 26
638 Present AADT 620
2012 Year of Count 2016
1.1 Projection Factor 1
638 Projected Traffic 620
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 028-614-011 RC&OL
2014 SP 028-614-010 FLOODREPAIRS, DITCHES
Comments 2016 SAP 028-614-011 RC&OL
2014 SP 028-614-010 FLOODREPAIRS, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.6 * 1017490.97 / 60 * 25 *1.1
$3,544,260
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.6 * 2112 * 68.46 / 20 * 25 $1,373,581
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.6 * 32791.35 / 60 * 25 $103,839
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $3,544,260 +$1,373,581 + $103,839
$5,021,680
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-615-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
SURFACE TREATED Existing Surface Type SURFACE TREATED
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO FILLMORE DRIVE(T-206)
Termini W CO LINE TO FILLMORE DRIVE(T-206)
61 Present AADT 55
2012 Year of Count 2016
1.1 Projection Factor 1
61 Projected Traffic 55
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
SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Comments SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28508 Structure Number 28508
0.28 Milepoint 0.28
1977 Year Built 1977
S FK ROOT RIVER Feature Crossed S FK ROOT RIVER
Type of Service
Number of Spans
138.7 Bridge Length 138.7
31.8 Bridge Width 31.8
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 508745.49 / 60 * 25 *1.1
$163,223
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 546 * 10.3 / 2 * 25 $49,208
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
138.7 * 31.8 * 152 / 80 * 25* 1.15
$240,932
Total Segment Cost Construction +Preservation + ROW +Bridge
$163,223 + $49,208 + $0 +$240,932
$453,363
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-615-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
SURFACE TREATED Existing Surface Type SURFACE TREATED
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FROM FILLMORE DRIVE (T-206) TO1.7 MILES NE OF WEST CO LINE
Termini FROM FILLMORE DRIVE (T-206) TO1.7 MILES NE OF WEST CO LINE
61 Present AADT 55
2012 Year of Count 2016
1.1 Projection Factor 1
61 Projected Traffic 55
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
SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Comments SEALCOATING PROJECT IN 2000USING LOCAL FUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 508745.49 / 60 * 25 * 1.1 $233,175
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$233,175 + $70,298 + $0 $303,473
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-615-020
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
1.7 MI NE OF W CO LINE TO CSAH4
Termini 1.7 MI NE OF W CO LINE TO CSAH4
154 Present AADT 55
2012 Year of Count 2016
2.8 Projection Factor 1
154 Projected Traffic 55
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
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
1.4 * 1017490.97 / 60 * 25 *1.1
$652,890
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 68.46 / 20 * 25 $253,028
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 32791.35 / 60 * 25 $19,128
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $652,890 + $253,028+ $19,128
$925,046
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-616-010
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
IOWA LINE TO 0.10 MI SOUTH OFSO LIM SPRING GROVE
Termini IOWA LINE TO 0.10 MI SOUTH OFSO LIM SPRING GROVE
968 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
968 Projected Traffic 830
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 028-616-004 FLOODREPAIRS, DITCHES
Comments 2014 SP 028-616-004 FLOODREPAIRS, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,958,670
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 68.46 / 20 * 25 $759,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 32791.35 / 60 * 25 $57,385
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,958,670 + $759,084+ $57,385
$2,775,139
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-616-019
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 MI SOUTH OF SOUTH LIMITSSPRING GROVE TO SOUTH LIMITS
Termini 0.10 MI SOUTH OF SOUTH LIMITSSPRING GROVE TO SOUTH LIMITS
968 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
968 Projected Traffic 830
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SP 028-616-004 FLOODREPAIRS, DITCHES
Comments 2014 SP 028-616-004 FLOODREPAIRS, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2149219.78 / 60 * 25 *1.15
$102,983
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 68.46 / 15 * 25 $33,135
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 26314.46 / 60 * 25 $1,096
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $102,983 + $33,135 +$1,096
$137,214
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-616-020
Original Current
SPRING GROVE Municipality SPRING GROVE
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM SPRING GROVE TO 0.35 MINORTH
Termini SO LIM SPRING GROVE TO 0.35 MINORTH
968 Present AADT 830
2012 Year of Count 2016
1.1 Projection Factor 1
968 Projected Traffic 830
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.35 * 2149219.78 / 60 * 25* 1.15
$360,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2904 * 68.46 / 15 * 25 $115,971
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 26314.46 / 60 * 25 $3,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $360,442 + $115,971+ $3,838
$480,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-616-030
Original Current
SPRING GROVE Municipality SPRING GROVE
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
0.35 MI N OF S LIMITS TO TH 44 Termini 0.35 MI N OF S LIMITS TO TH 44
1375 Present AADT 1250
2012 Year of Count 2016
1.1 Projection Factor 1
1375 Projected Traffic 1250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.07 * 2149219.78 / 60 * 25* 1.15
$72,088
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 68.46 / 15 * 25 $23,194
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26314.46 / 60 * 25 $768
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $72,088 + $23,194 +$768
$96,050
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-617-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 44 TO CSAH 28 Termini TH 44 TO CSAH 28
363 Present AADT 280
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 280
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 028-617-010 CULVERTR&R
BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-617-009.
Comments 2015 SP 028-617-010 CULVERTR&R
BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-617-009.
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
28J48 Structure Number 28J48
1.9 Milepoint 1.9
2015 Year Built 2015
DRY RUN Feature Crossed DRY RUN
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
67 Culvert Length 67
140 Area of Waterway Opening 140
100% Shared Structure 100%
SP 028-617-010 Comments SP 028-617-010
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
3.7 * 1017490.97 / 60 * 25 *1.1
$1,725,495
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 68.46 / 20 * 25 $668,717
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 32791.35 / 60 * 25 $50,553
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
67 * 140 * 15.47 / 100 * 25 *1.15
$41,719
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,725,495 + $668,717+ $50,553 + $41,719
$2,486,484
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-617-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
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 TH 76 Termini CSAH 28 TO TH 76
303 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
303 Projected Traffic 225
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
BITUMINOUS RECLAMATIONUNDER SAP 28-617-008.
Comments BITUMINOUS RECLAMATIONUNDER SAP 28-617-008.
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
2.8 * 1017490.97 / 60 * 25 *1.1
$1,305,780
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 68.46 / 20 * 25 $506,056
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 32791.35 / 60 * 25 $38,257
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,305,780 + $506,056+ $38,257
$1,850,093
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-010
Original Current
BROWNSVILLE Municipality BROWNSVILLE
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAIN TO BENTON INBROWNSVILLE
Termini MAIN TO BENTON INBROWNSVILLE
583 Present AADT 510
2012 Year of Count 2016
1.1 Projection Factor 1
583 Projected Traffic 510
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 1017490.97 / 60 * 25* 1.1
$51,299
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2112 * 68.46 / 20 * 25 $19,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 32791.35 / 60 * 25 $1,503
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $51,299 + $19,881 +$1,503
$72,683
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-020
Original Current
BROWNSVILLE Municipality BROWNSVILLE
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BENTON TO BENNETT INBROWNSVILLE
Termini BENTON TO BENNETT INBROWNSVILLE
583 Present AADT 510
2012 Year of Count 2016
1.1 Projection Factor 1
583 Projected Traffic 510
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 1017490.97 / 60 * 25* 1.1
$51,299
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2112 * 68.46 / 20 * 25 $19,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 32791.35 / 60 * 25 $1,503
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $51,299 + $19,881 +$1,503
$72,683
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-021
Original Current
BROWNSVILLE Municipality BROWNSVILLE
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
BENNETT TO 0.23 MILES NORTH Termini BENNETT TO 0.23 MILES NORTH
347 Present AADT 350
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 350
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.23 * 2149219.78 / 60 * 25* 1.15
$236,862
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 68.46 / 15 * 25 $76,210
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 26314.46 / 60 * 25 $2,522
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,862 + $76,210 +$2,522
$315,594
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-022
Original Current
BROWNSVILLE Municipality BROWNSVILLE
0.93 Segment Length 0.93
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.23 MI NORTH OF BENNETT TONW LIM BROWNSVILLE
Termini 0.23 MI NORTH OF BENNETT TONW LIM BROWNSVILLE
347 Present AADT 350
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 350
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
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91590 Structure Number 91590
0.46 Milepoint 0.46
1979 Year Built 1979
SPRING BROOK Feature Crossed SPRING BROOK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
100 Culvert Length 100
159.99999155 Area of Waterway Opening 159.99999155
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.93 * 1017490.97 / 60 * 25* 1.1
$433,706
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 2112 * 68.46 / 20 * 25 $168,083
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 32791.35 / 60 * 25 $12,707
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
100 * 159.99999155 * 15.47/ 100 * 25 * 1.15
$71,162
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $433,706 + $168,083+ $12,707 + $71,162
$685,658
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NW LIMITS BROWNSVILLE TO 0.7MI. NW
Termini NW LIMITS BROWNSVILLE TO 0.7MI. NW
347 Present AADT 350
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 350
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
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 * 1017490.97 / 60 * 25 *1.1
$326,445
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 68.46 / 20 * 25 $126,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 32791.35 / 60 * 25 $9,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $326,445 + $126,514+ $9,564
$462,523
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-031
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
0.7 MILES NW OF BROWNSVILLELIM TO WELKE DRIVE (T- 254)
Termini 0.7 MILES NW OF BROWNSVILLELIM TO WELKE DRIVE (T- 254)
347 Present AADT 350
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 350
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.2 * 1017490.97 / 60 * 25 *1.1
$1,492,320
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 68.46 / 20 * 25 $578,350
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 32791.35 / 60 * 25 $43,722
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,492,320 + $578,350+ $43,722
$2,114,392
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-040
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
WELKE DRIVE (T-254) TO SOUTHLIMITS HOKAH
Termini WELKE DRIVE (T-254) TO SOUTHLIMITS HOKAH
347 Present AADT 350
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 350
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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 1017490.97 / 60 * 25 *1.1
$746,160
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 68.46 / 20 * 25 $289,175
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 32791.35 / 60 * 25 $21,861
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $746,160 + $289,175+ $21,861
$1,057,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-050
Original Current
HOKAH Municipality HOKAH
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
S LIM HOKAH TO 0.34 MI N Termini S LIM HOKAH TO 0.34 MI N
792 Present AADT 760
2012 Year of Count 2016
1.1 Projection Factor 1
792 Projected Traffic 760
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
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93943 Structure Number 93943
7.621 Milepoint 7.621
1987 Year Built 1987
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
10 Culvert Height 10
264 Culvert Length 264
77.99952496 Area of Waterway Opening 77.99952496
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
0.34 * 1017490.97 / 60 * 25* 1.1
$158,559
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.34 * 2112 * 68.46 / 20 * 25 $61,450
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.34 * 32791.35 / 60 * 25 $4,645
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
264 * 77.99952496 * 15.47 /100 * 25 * 1.15
$91,585
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $158,559 + $61,450 +$4,645 + $91,585
$316,239
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-618-060
Original Current
HOKAH Municipality HOKAH
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.34 MI N OF S LIM HOKAH TO TH44
Termini 0.34 MI N OF S LIM HOKAH TO TH44
792 Present AADT 760
2012 Year of Count 2016
1.1 Projection Factor 1
792 Projected Traffic 760
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
DECK REPAIRS UNDER SAP 28-618-08, APS.
Comments DECK REPAIRS UNDER SAP 28-618-08, APS.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28506 Structure Number 28506
7.736 Milepoint 7.736
1976 Year Built 1976
Feature Crossed
Type of Service
Number of Spans
132.5 Bridge Length 132.5
47.8 Bridge Width 47.8
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
0.06 * 1017490.97 / 60 * 25* 1.1
$27,981
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2112 * 68.46 / 20 * 25 $10,844
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 32791.35 / 60 * 25 $820
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
132.5 * 47.8 * 152 / 80 * 25* 1.15
$345,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $27,981 + $10,844 +$820 + $345,967
$385,612
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-619-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
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
132 Present AADT 125
2012 Year of Count 2016
1.1 Projection Factor 1
132 Projected Traffic 125
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
2015 ER DITCH / FLOOD REPAIRS Comments 2015 ER DITCH / FLOOD REPAIRS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7546 Structure Number 7546
1.37 Milepoint 1.37
1950 Year Built 1950
RICEFORD CREEK Feature Crossed RICEFORD CREEK
Type of Service
Number of Spans
62 Bridge Length 62
26 Bridge Width 26
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 508745.49 / 60 * 25 * 1.1 $932,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 26 * 152 / 80 * 25 *1.15
$88,056
Total Segment Cost Construction +Preservation + ROW +Bridge
$932,700 + $281,190 + $0+ $88,056
$1,301,946
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-620-010
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
TH 76 TO TH 44 Termini TH 76 TO TH 44
259 Present AADT 230
2012 Year of Count 2016
1.1 Projection Factor 1
259 Projected Traffic 230
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
1 * 1017490.97 / 60 * 25 *1.1
$466,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 68.46 / 20 * 25 $180,734
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 32791.35 / 60 * 25 $13,663
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $466,350 + $180,734+ $13,663
$660,747
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-620-020
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
TH 44 TO 3.0 MILES EAST Termini TH 44 TO 3.0 MILES EAST
242 Present AADT 195
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 195
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
RECONDITIONED UNDER SAP 28-620-11, LET 03-12-03
Comments RECONDITIONED UNDER SAP 28-620-11, LET 03-12-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,399,050
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 68.46 / 20 * 25 $542,203
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 32791.35 / 60 * 25 $40,989
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,399,050 + $542,203+ $40,989
$1,982,242
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-620-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 MI E TO 5.3 MI E OF SOUTHJCT TH 44
Termini 3.0 MI E TO 5.3 MI E OF SOUTHJCT TH 44
242 Present AADT 195
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 195
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
2.3 * 1017490.97 / 60 * 25 *1.1
$1,072,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 68.46 / 20 * 25 $415,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 32791.35 / 60 * 25 $31,425
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,072,605 + $415,689+ $31,425
$1,519,719
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-620-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.2 Segment Length 1.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.3 MI TO 6.5 MI EAST OF SOUTHJCT TH 44
Termini 5.3 MI TO 6.5 MI EAST OF SOUTHJCT TH 44
242 Present AADT 195
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 195
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
1.2 * 1017490.97 / 60 * 25 *1.1
$559,620
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 68.46 / 20 * 25 $216,881
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 32791.35 / 60 * 25 $16,396
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $559,620 + $216,881+ $16,396
$792,897
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-620-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
6.5 MI E OF S JCT TH 44 TO N JCTTH 44
Termini 6.5 MI E OF S JCT TH 44 TO N JCTTH 44
242 Present AADT 195
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 195
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
28513 Structure Number 28513
10.46 Milepoint 10.46
1981 Year Built 1981
THOMPSON CREEK Feature Crossed THOMPSON CREEK
Type of Service
Number of Spans
118.3 Bridge Length 118.3
35.3 Bridge Width 35.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
28525 Structure Number 28525
7.58 Milepoint 7.58
2001 Year Built 2001
SULLIVAN CREEK Feature Crossed SULLIVAN CREEK
Type of Service
Number of Spans
106.8 Bridge Length 106.8
38.7 Bridge Width 38.7
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
28539 Structure Number 28539
10.19 Milepoint 10.19
2007 Year Built 2007
SULLIIVAN CREEK Feature Crossed SULLIIVAN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
76.69 Bridge Length 76.69
35.33 Bridge Width 35.33
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
88431 Structure Number 88431
8.08 Milepoint 8.08
1957 Year Built 1957
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
79 Culvert Length 79
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
3.2 * 1017490.97 / 60 * 25 *1.1
$1,492,320
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 68.46 / 20 * 25 $578,350
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 32791.35 / 60 * 25 $43,722
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
118.3 * 35.3 * 152 / 80 * 25* 1.15
$228,113
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
106.8 * 38.7 * 152 / 80 * 25* 1.15
$225,774
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
76.69 * 35.33 * 152 / 80 * 25* 1.15
$148,004
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
79 * 95.99999493 * 15.47 /100 * 25 * 1.15
$33,731
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Bridge+ Culvert
$0 + $1,492,320 + $578,350+ $43,722 + $228,113 +$225,774 + $148,004 +$33,731
$2,750,014
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-621-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 9 TO 1.3 MI E Termini CSAH 9 TO 1.3 MI E
440 Present AADT 370
2012 Year of Count 2016
1.1 Projection Factor 1
440 Projected Traffic 370
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
1.3 * 1017490.97 / 60 * 25 *1.1
$606,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 68.46 / 20 * 25 $234,955
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 32791.35 / 60 * 25 $17,762
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $606,255 + $234,955+ $17,762
$858,972
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-621-012
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
1.3 MI TO 1.5 MI E OF CSAH 9 Termini 1.3 MI TO 1.5 MI E OF CSAH 9
440 Present AADT 370
2012 Year of Count 2016
1.1 Projection Factor 1
440 Projected Traffic 370
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
Bridge Information Status: Original
Original Current
28510 Structure Number 28510
1.45 Milepoint 1.45
1982 Year Built 1982
SILVER CREEK Feature Crossed SILVER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Spans 2
80.6 Bridge Length 80.6
35 Bridge Width 35
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
0.2 * 2149219.78 / 60 * 25 *1.15
$205,967
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 68.46 / 15 * 25 $66,269
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 26314.46 / 60 * 25 $2,193
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
80.6 * 35 * 152 / 80 * 25 *1.15
$154,097
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $205,967 + $66,269 +$2,193 + $154,097
$428,526
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-621-014
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.6 Segment Length 5.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.5 MI E OF CSAH 9 TO 4.2 MI WOF TH 16
Termini 1.5 MI E OF CSAH 9 TO 4.2 MI WOF TH 16
440 Present AADT 370
2012 Year of Count 2016
1.1 Projection Factor 1
440 Projected Traffic 370
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
Culvert Information Status: Original
Original Current
91479 Structure Number 91479
2.35 Milepoint 2.35
1977 Year Built 1977
STORER CREEK Feature Crossed STORER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
8 Culvert Height 8
67 Culvert Length 67
240.00052552 Area of Waterway Opening 240.00052552
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93228 Structure Number 93228
5.88 Milepoint 5.88
1976 Year Built 1976
DAY CREEK Feature Crossed DAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
58 Culvert Length 58
159.99999155 Area of Waterway Opening 159.99999155
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
5.6 * 1017490.97 / 60 * 25 *1.1
$2,611,560
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.6 * 2112 * 68.46 / 20 * 25 $1,012,113
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.6 * 32791.35 / 60 * 25 $76,513
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
67 * 240.00052552 * 15.47 /100 * 25 * 1.15
$71,518
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 159.99999155 * 15.47 /100 * 25 * 1.15
$41,274
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $2,611,560 +$1,012,113 + $76,513 +$71,518 + $41,274
$3,812,978
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-621-020
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
4.2 MI W TH 16 TO TH 16 Termini 4.2 MI W TH 16 TO TH 16
759 Present AADT 680
2012 Year of Count 2016
1.1 Projection Factor 1
759 Projected Traffic 680
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
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
Culvert Information Status: Original
Original Current
92680 Structure Number 92680
7.72 Milepoint 7.72
1970 Year Built 1970
BRUSH VALLEY CREEK Feature Crossed BRUSH VALLEY CREEK
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
82 Culvert Length 82
144.00053059 Area of Waterway Opening 144.00053059
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 * 1017490.97 / 60 * 25 *1.1
$1,958,670
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 68.46 / 20 * 25 $759,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 32791.35 / 60 * 25 $57,385
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 144.00053059 * 15.47 /100 * 25 * 1.15
$52,518
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,958,670 + $759,084+ $57,385 + $52,518
$2,827,657
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-622-010
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
TH 76 TO 2.6 MILES NORTH Termini TH 76 TO 2.6 MILES NORTH
226 Present AADT 190
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 190
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
RECONDITIONED UNDER SAP 28-622-06, LET 03-12-03
Comments RECONDITIONED UNDER SAP 28-622-06, LET 03-12-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,212,510
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 68.46 / 20 * 25 $469,909
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 32791.35 / 60 * 25 $35,524
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,212,510 + $469,909+ $35,524
$1,717,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-622-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.1 Segment Length 5.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.6 MI NO OF TH 76 TO TH 16 Termini 2.6 MI NO OF TH 76 TO TH 16
171 Present AADT 200
2012 Year of Count 2016
1.1 Projection Factor 1
171 Projected Traffic 200
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
6312 Structure Number 6312
7.5 Milepoint 7.5
1948 Year Built 1948
DRY RUN Feature Crossed DRY RUN
Type of Service
Number of Spans
22 Bridge Length 22
22 Bridge Width 22
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
5.1 * 1017490.97 / 60 * 25 *1.1
$2,378,385
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.1 * 2112 * 68.46 / 20 * 25 $921,745
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.1 * 32791.35 / 60 * 25 $69,682
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
22 * 22 * 152 / 80 * 25 *1.15
$26,439
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $2,378,385 + $921,745+ $69,682 + $26,439
$3,396,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-623-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO CSAH 5 Termini CSAH 2 TO CSAH 5
132 Present AADT 110
2012 Year of Count 2016
1.1 Projection Factor 1
132 Projected Traffic 110
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
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91840 Structure Number 91840
3.23 Milepoint 3.23
1979 Year Built 1979
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
54 Culvert Length 54
131.99985848 Area of Waterway Opening 131.99985848
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
4 * 508745.49 / 60 * 25 * 1.1 $932,700
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 131.99985848 * 15.47 /100 * 25 * 1.15
$31,703
Total Segment Cost Construction +Preservation + ROW +Culvert
$932,700 + $281,190 + $0+ $31,703
$1,245,593
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-624-010
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
CR 249 TO 1.1 MI SO OF CSAH 3 Termini CR 249 TO 1.1 MI SO OF CSAH 3
193 Present AADT 155
2012 Year of Count 2016
1.1 Projection Factor 1
193 Projected Traffic 155
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
28535 Structure Number 28535
1.76 Milepoint 1.76
2005 Year Built 2005
BENSON CREEK Feature Crossed BENSON CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
119.9 Bridge Length 119.9
39.3 Bridge Width 39.3
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
3.7 * 1017490.97 / 60 * 25 *1.1
$1,725,495
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 68.46 / 20 * 25 $668,717
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 32791.35 / 60 * 25 $50,553
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
119.9 * 39.3 * 152 / 80 * 25* 1.15
$257,397
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,725,495 + $668,717+ $50,553 + $257,397
$2,702,162
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-624-020
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 S TO CSAH 3 Termini 1.1 MI S TO CSAH 3
193 Present AADT 155
2012 Year of Count 2016
1.1 Projection Factor 1
193 Projected Traffic 155
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
BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-624-04
Comments BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-624-04
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$512,985
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 68.46 / 20 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 32791.35 / 60 * 25 $15,029
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $512,985 + $198,808+ $15,029
$726,822
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
SURFACE TREATED Existing Surface Type SURFACE TREATED
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 16 TO CSAH 21 Termini TH 16 TO CSAH 21
220 Present AADT 205
2012 Year of Count 2016
1.1 Projection Factor 1
220 Projected Traffic 205
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
BITUMINOUS SEALCOATSURFACE UNDER CP 2004-02(LOCAL FUNDS)
Comments BITUMINOUS SEALCOATSURFACE UNDER CP 2004-02(LOCAL FUNDS)
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28523 Structure Number 28523
0.37 Milepoint 0.37
1998 Year Built 1998
MOUND PRAIRIE CRK Feature Crossed MOUND PRAIRIE CRK
Type of Service
0 Number of Spans 0
150 Bridge Length 150
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Bridge Information Status: Original
Original Current
28528 Structure Number 28528
1.25 Milepoint 1.25
2001 Year Built 2001
Root River Feature Crossed Root River
STREAM CROSSING Type of Service STREAM CROSSING
4 Number of Spans 4
475.4 Bridge Length 475.4
39.1 Bridge Width 39.1
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Culvert Information Status: Original
Original Current
28J39 Structure Number 28J39
0.8 Milepoint 0.8
2013 Year Built 2013
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
68 Culvert Length 68
84 Area of Waterway Opening 84
100% Shared Structure 100%
CONSTRUCTED UNDER PROJECTSAP 028-996-018
Comments CONSTRUCTED UNDER PROJECTSAP 028-996-018
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 * 1017490.97 / 60 * 25 *1.1
$746,160
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 68.46 / 20 * 25 $289,175
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 32791.35 / 60 * 25 $21,861
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
150 * 39.3 * 138 / 80 * 25 *1.15
$292,355
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
475.4 * 39.1 * 138 / 80 * 25* 1.15
$921,856
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
68 * 84 * 15.47 / 100 * 25 *1.15
$25,405
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Culvert
$0 + $746,160 + $289,175+ $21,861 + $292,355 +$921,856 + $25,405
$2,296,812
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-020
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
CSAH 21 TO 2.1 MILES NORTH OFCSAH 21
Termini CSAH 21 TO 2.1 MILES NORTH OFCSAH 21
226 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 225
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
2.1 * 1017490.97 / 60 * 25 *1.1
$979,335
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 68.46 / 20 * 25 $379,542
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 32791.35 / 60 * 25 $28,692
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $979,335 + $379,542+ $28,692
$1,387,569
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-030
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
2.1 MI N OF CSAH 21 TO 6.1 MI WOF W LIM LACRESCENT.
Termini 2.1 MI N OF CSAH 21 TO 6.1 MI WOF W LIM LACRESCENT.
226 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 225
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
BITUMINOUS SURFACING WASPLACED ON THIS SEGMENT BYMN/DOT IN 1998 AS PART OFTHEIR DETOUR.
Comments BITUMINOUS SURFACING WASPLACED ON THIS SEGMENT BYMN/DOT IN 1998 AS PART OFTHEIR DETOUR.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$1,072,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 68.46 / 20 * 25 $415,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 32791.35 / 60 * 25 $31,425
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,072,605 + $415,689+ $31,425
$1,519,719
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-040
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
6.1 MI TO 3.3 MI W OF W LIM LACRESCENT
Termini 6.1 MI TO 3.3 MI W OF W LIM LACRESCENT
226 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 225
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1986 Latest Year SA funds 1986
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.8 * 1017490.97 / 60 * 25 *1.1
$1,305,780
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 68.46 / 20 * 25 $506,056
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 32791.35 / 60 * 25 $38,257
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,305,780 + $506,056+ $38,257
$1,850,093
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-042
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
3.3 MILES SW TO 2.4 MILES SW OFSW LIM OF LACRESCENT
Termini 3.3 MILES SW TO 2.4 MILES SW OFSW LIM OF LACRESCENT
226 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 225
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED UNDER SAP 28-625-20
Comments RESURFACED UNDER SAP 28-625-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.9 * 1017490.97 / 60 * 25 *1.1
$419,715
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2112 * 68.46 / 20 * 25 $162,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 32791.35 / 60 * 25 $12,297
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $419,715 + $162,661+ $12,297
$594,673
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-043
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
2.4 MI W TO 0.9 MI W OF W LIM LACRESCENT
Termini 2.4 MI W TO 0.9 MI W OF W LIM LACRESCENT
660 Present AADT 660
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 660
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED UNDER SAP 28-625-20
Comments RESURFACED UNDER SAP 28-625-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 1017490.97 / 60 * 25 *1.1
$699,525
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 68.46 / 20 * 25 $271,102
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 32791.35 / 60 * 25 $20,495
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $699,525 + $271,102+ $20,495
$991,122
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-045
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
0.9 MILES SW TO 0.6 MILES SW OFSW LIM OF LACRESCENT
Termini 0.9 MILES SW TO 0.6 MILES SW OFSW LIM OF LACRESCENT
660 Present AADT 660
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 660
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED UNDER SAP 28-625-20
Comments RESURFACED UNDER SAP 28-625-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1017490.97 / 60 * 25 *1.1
$139,905
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 68.46 / 20 * 25 $54,220
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 32791.35 / 60 * 25 $4,099
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $139,905 + $54,220 +$4,099
$198,224
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-046
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.6 MILES SW TO 0.2 MILES SW OFSW LIM OF LACRESCENT
Termini 0.6 MILES SW TO 0.2 MILES SW OFSW LIM OF LACRESCENT
660 Present AADT 660
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 660
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
28522 Structure Number 28522
11.85 Milepoint 11.85
2000 Year Built 2000
PINE CREEK Feature Crossed PINE CREEK
Type of Service
Number of Spans
116.5 Bridge Length 116.5
47.3 Bridge Width 47.3
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
0.4 * 1017490.97 / 60 * 25 *1.1
$186,540
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 68.46 / 20 * 25 $72,294
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 32791.35 / 60 * 25 $5,465
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
116.5 * 47.3 * 152 / 80 * 25* 1.15
$301,008
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $186,540 + $72,294 +$5,465 + $301,008
$565,307
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-050
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 MILES SW TO SW CITY LIM OFLACRESCENT
Termini 0.2 MILES SW TO SW CITY LIM OFLACRESCENT
660 Present AADT 660
2012 Year of Count 2016
1.1 Projection Factor 1
660 Projected Traffic 660
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONDITIONING UNDER SAP 28-625-19, LET 5-29-02. APS
Comments RECONDITIONING UNDER SAP 28-625-19, LET 5-29-02. 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
0.2 * 1017490.97 / 60 * 25 *1.1
$93,270
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 68.46 / 20 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 32791.35 / 60 * 25 $2,733
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,270 + $36,147 +$2,733
$132,150
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-625-060
Original Current
LA CRESCENT Municipality LA CRESCENT
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
SW LIM LACRESCENT TO CSAH 6 Termini SW LIM LACRESCENT TO CSAH 6
1980 Present AADT 1800
2012 Year of Count 2016
1.1 Projection Factor 1
1980 Projected Traffic 1800
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
RECONDITIONING UNDER SAP 28-625-19, LET 5-29-02. APS
Comments RECONDITIONING UNDER SAP 28-625-19, LET 5-29-02. 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
0.3 * 2149219.78 / 60 * 25 *1.15
$308,950
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 68.46 / 15 * 25 $99,404
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 26314.46 / 60 * 25 $3,289
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $308,950 + $99,404 +$3,289
$411,643
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-010
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
W CO LINE TO 1.3 MI E Termini W CO LINE TO 1.3 MI E
248 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
248 Projected Traffic 250
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 028-626-010 Comments 2012 SAP 028-626-010
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88436 Structure Number 88436
1.22 Milepoint 1.22
1962 Year Built 1962
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
128 Culvert Length 128
126.00006062 Area of Waterway Opening 126.00006062
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
92498 Structure Number 92498
0.84 Milepoint 0.84
1962 Year Built 1962
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
103 Culvert Length 103
55.00029983 Area of Waterway Opening 55.00029983
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 * 1017490.97 / 60 * 25 *1.1
$606,255
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 68.46 / 20 * 25 $234,955
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 32791.35 / 60 * 25 $17,762
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
128 * 126.00006062 * 15.47/ 100 * 25 * 1.15
$71,731
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
103 * 55.00029983 * 15.47 /100 * 25 * 1.15
$25,196
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $606,255 + $234,955+ $17,762 + $71,731 +$25,196
$955,899
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-020
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
1.3 MI EAST TO 2.4 MI EAST OFWEST COUNTY LINE
Termini 1.3 MI EAST TO 2.4 MI EAST OFWEST COUNTY LINE
248 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
248 Projected Traffic 250
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
1.1 * 1017490.97 / 60 * 25 *1.1
$512,985
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 68.46 / 20 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 32791.35 / 60 * 25 $15,029
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $512,985 + $198,808+ $15,029
$726,822
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-030
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
2.4 MI E OF W COUNTY LINE TO1.6 MI W OF TH 76
Termini 2.4 MI E OF W COUNTY LINE TO1.6 MI W OF TH 76
248 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
248 Projected Traffic 250
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 028-626-011 M&OL Comments 2012 SAP 028-626-011 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.9 * 1017490.97 / 60 * 25 *1.1
$1,352,415
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 68.46 / 20 * 25 $524,130
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 32791.35 / 60 * 25 $39,623
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,352,415 + $524,130+ $39,623
$1,916,168
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-040
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
1.6 MI W TO 0.5 MI W OF TH 76 Termini 1.6 MI W TO 0.5 MI W OF TH 76
248 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
248 Projected Traffic 250
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
RESURFACED UNDER CP 2008-03 Comments RESURFACED UNDER CP 2008-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$512,985
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 68.46 / 20 * 25 $198,808
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 32791.35 / 60 * 25 $15,029
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $512,985 + $198,808+ $15,029
$726,822
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-041
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
0.5 MI W TO 0.20 MI W OF TH 76 Termini 0.5 MI W TO 0.20 MI W OF TH 76
418 Present AADT 400
2012 Year of Count 2016
1.1 Projection Factor 1
418 Projected Traffic 400
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
SURFACED UNDER CP 2008-03 Comments SURFACED UNDER CP 2008-03
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
28511 Structure Number 28511
6.65 Milepoint 6.65
1979 Year Built 1979
MONEY CREEK Feature Crossed MONEY CREEK
Type of Service
Number of Spans
121 Bridge Length 121
35 Bridge Width 35
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
0.3 * 2149219.78 / 60 * 25 *1.15
$308,950
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 68.46 / 15 * 25 $99,404
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 26314.46 / 60 * 25 $3,289
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
121 * 35 * 152 / 80 * 25 *1.15
$231,337
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $308,950 + $99,404 +$3,289 + $231,337
$642,980
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-042
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
0.20 MI W OF TH 76 TO TH 76 Termini 0.20 MI W OF TH 76 TO TH 76
418 Present AADT 400
2012 Year of Count 2016
1.1 Projection Factor 1
418 Projected Traffic 400
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 028-626-012 M&OL Comments 2012 SAP 028-626-012 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
0.2 * 1017490.97 / 60 * 25 *1.1
$93,270
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 68.46 / 20 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 32791.35 / 60 * 25 $2,733
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,270 + $36,147 +$2,733
$132,150
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 76 TO 0.7 MI NO Termini TH 76 TO 0.7 MI NO
150 Present AADT 130
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 130
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
0.7 * 1017490.97 / 60 * 25 *1.1
$326,445
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 68.46 / 20 * 25 $126,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 32791.35 / 60 * 25 $9,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $326,445 + $126,514+ $9,564
$462,523
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-626-060
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
0.7 MI NO OF TH 76 TO NO COLINE
Termini 0.7 MI NO OF TH 76 TO NO COLINE
150 Present AADT 130
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 130
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
28544 Structure Number 28544
Milepoint
2009 Year Built 2009
CAMPBELL CREEK Feature Crossed CAMPBELL CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
53 Bridge Length 53
26 Bridge Width 26
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
92957 Structure Number 92957
8.03 Milepoint 8.03
1973 Year Built 1973
CAMPBELL CREEK Feature Crossed CAMPBELL CREEK
Type of Service
3 Number of Barrels 3
Culvert Width
Culvert Height
80 Culvert Length 80
287.99998479 Area of Waterway Opening 287.99998479
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
92989 Structure Number 92989
8.87 Milepoint 8.87
1973 Year Built 1973
CAMPBELL CREEK Feature Crossed CAMPBELL CREEK
Type of Service
3 Number of Barrels 3
10 Culvert Width 10
8 Culvert Height 8
90 Culvert Length 90
240.00052552 Area of Waterway Opening 240.00052552
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
2.5 * 1017490.97 / 60 * 25 *1.1
$1,165,875
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 68.46 / 20 * 25 $451,836
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 32791.35 / 60 * 25 $34,158
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
53 * 26 * 152 / 80 * 25 *1.15
$75,273
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 287.99998479 * 15.47 /100 * 25 * 1.15
$102,473
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 240.00052552 * 15.47 /100 * 25 * 1.15
$96,069
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert
$0 + $1,165,875 + $451,836+ $34,158 + $75,273 +$102,473 + $96,069
$1,925,684
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-010
Original Current
SPRING GROVE Municipality SPRING GROVE
0.28 Segment Length 0.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 44 TO 5TH AVE. Termini TH 44 TO 5TH AVE.
1034 Present AADT 960
2012 Year of Count 2016
1.1 Projection Factor 1
1034 Projected Traffic 960
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.28 * 1017490.97 / 60 * 25* 1.1
$130,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2112 * 68.46 / 20 * 25 $50,606
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 32791.35 / 60 * 25 $3,826
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $130,578 + $50,606 +$3,826
$185,010
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-015
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
5TH AVE TO .20 MI E LIMITS SPRGROVE
Termini 5TH AVE TO .20 MI E LIMITS SPRGROVE
1034 Present AADT 960
2012 Year of Count 2016
1.1 Projection Factor 1
1034 Projected Traffic 960
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1017490.97 / 60 * 25 *1.1
$93,270
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 68.46 / 20 * 25 $36,147
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 32791.35 / 60 * 25 $2,733
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,270 + $36,147 +$2,733
$132,150
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM OF SPRING GROVE TO 1.80MILES SE
Termini E LIM OF SPRING GROVE TO 1.80MILES SE
1034 Present AADT 960
2012 Year of Count 2016
1.1 Projection Factor 1
1034 Projected Traffic 960
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$839,430
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2112 * 68.46 / 20 * 25 $325,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 32791.35 / 60 * 25 $24,594
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $839,430 + $325,322+ $24,594
$1,189,346
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.0 MI SE OF E LIM SPRINGGROVE TO 2.9 MI E OF JCT TH 44
Termini 2.0 MI SE OF E LIM SPRINGGROVE TO 2.9 MI E OF JCT TH 44
385 Present AADT 320
2012 Year of Count 2016
1.1 Projection Factor 1
385 Projected Traffic 320
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1017490.97 / 60 * 25 *1.1
$326,445
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 68.46 / 20 * 25 $126,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 32791.35 / 60 * 25 $9,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $326,445 + $126,514+ $9,564
$462,523
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-022
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.7 Segment Length 4.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.9 MI E OF JCT TH 44 TO 1.9 MI WOF JCT TH 76
Termini 2.9 MI E OF JCT TH 44 TO 1.9 MI WOF JCT TH 76
385 Present AADT 320
2012 Year of Count 2016
1.1 Projection Factor 1
385 Projected Traffic 320
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91480 Structure Number 91480
5.91 Milepoint 5.91
1978 Year Built 1978
DRY RUN Feature Crossed DRY RUN
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
123 Culvert Length 123
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
97737 Structure Number 97737
3.49 Milepoint 3.49
1995 Year Built 1995
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
60 Culvert Length 60
159.99999155 Area of Waterway Opening 159.99999155
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
4.7 * 1017490.97 / 60 * 25 *1.1
$2,191,845
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.7 * 2112 * 68.46 / 20 * 25 $849,452
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.7 * 32791.35 / 60 * 25 $64,216
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
123 * 199.99972034 * 15.47/ 100 * 25 * 1.15
$109,411
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 159.99999155 * 15.47 /100 * 25 * 1.15
$42,697
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $2,191,845 + $849,452+ $64,216 + $109,411 +$42,697
$3,257,621
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-627-030
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
1.9 MI W OF TH 76 TO TH 76 Termini 1.9 MI W OF TH 76 TO TH 76
385 Present AADT 320
2012 Year of Count 2016
1.1 Projection Factor 1
385 Projected Traffic 320
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 028-627-008 FLOODREPAIR, DITCHES
Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1017490.97 / 60 * 25 *1.1
$886,065
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 68.46 / 20 * 25 $343,395
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 32791.35 / 60 * 25 $25,960
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $886,065 + $343,395+ $25,960
$1,255,420
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-628-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 17 TO TH 44 Termini CSAH 17 TO TH 44
160 Present AADT 135
2012 Year of Count 2016
1.1 Projection Factor 1
160 Projected Traffic 135
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 0 - 149 )
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 508745.49 / 60 * 25 *1.1
$886,065
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 546 * 10.3 / 2 * 25 $267,131
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$886,065 + $267,131 + $0 $1,153,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-010
Original Current
LA CRESCENT Municipality LA CRESCENT
0.41 Segment Length 0.41
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3RD ST SOUTH TO 3RD ST NORTH Termini 3RD ST SOUTH TO 3RD ST NORTH
5170 Present AADT 4700
2012 Year of Count 2016
1.1 Projection Factor 1
5170 Projected Traffic 4700
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.41 * 2149219.78 / 60 * 25* 1.15
$422,232
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.41 * 2904 * 68.46 / 15 * 25 $135,852
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.41 * 26314.46 / 60 * 25 $4,495
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $422,232 + $135,852+ $4,495
$562,579
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-030
Original Current
LA CRESCENT Municipality LA CRESCENT
0.37 Segment Length 0.37
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3TH ST NO TO 0.37 MI NO Termini 3TH ST NO TO 0.37 MI NO
4510 Present AADT 4250
2012 Year of Count 2016
1.1 Projection Factor 1
4510 Projected Traffic 4250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)
Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,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
0.37 * 2149219.78 / 60 * 25* 1.15
$381,039
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 2904 * 68.46 / 15 * 25 $122,598
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 26314.46 / 60 * 25 $4,057
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $381,039 + $122,598+ $4,057
$507,694
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-040
Original Current
LA CRESCENT Municipality LA CRESCENT
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.37 MI NO OF 3RD ST TO NO LIMLACRESCENT
Termini 0.37 MI NO OF 3RD ST TO NO LIMLACRESCENT
1155 Present AADT 1100
2012 Year of Count 2016
1.1 Projection Factor 1
1155 Projected Traffic 1100
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)
Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,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
0.25 * 2149219.78 / 60 * 25* 1.15
$257,459
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 68.46 / 15 * 25 $82,837
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 26314.46 / 60 * 25 $2,741
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $257,459 + $82,837 +$2,741
$343,037
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-050
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
NO LIM LA CRESENT TO 0.26 MI N(OUTSIDE)
Termini NO LIM LA CRESENT TO 0.26 MI N(OUTSIDE)
1155 Present AADT 1100
2012 Year of Count 2016
1.1 Projection Factor 1
1155 Projected Traffic 1100
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)
Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,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
0.3 * 2149219.78 / 60 * 25 *1.15
$308,950
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 68.46 / 15 * 25 $99,404
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 26314.46 / 60 * 25 $3,289
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $308,950 + $99,404 +$3,289
$411,643
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-055
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.26 MI N OF NORTH LIMLACRESCET (OUTSIDE) TOSOUTH LIM
Termini 0.26 MI N OF NORTH LIMLACRESCET (OUTSIDE) TOSOUTH LIM
1155 Present AADT 1100
2012 Year of Count 2016
1.1 Projection Factor 1
1155 Projected Traffic 1100
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
CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)
Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,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 * 1017490.97 / 60 * 25 *1.1
$46,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 68.46 / 20 * 25 $18,073
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 32791.35 / 60 * 25 $1,366
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $46,635 + $18,073 +$1,366
$66,074
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-629-060
Original Current
LA CRESCENT Municipality LA CRESCENT
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
SO LIM LA CRESCENT TO NO COLINE
Termini SO LIM LA CRESCENT TO NO COLINE
1155 Present AADT 1100
2012 Year of Count 2016
1.1 Projection Factor 1
1155 Projected Traffic 1100
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
CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)
Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,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 * 1017490.97 / 60 * 25 *1.1
$46,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 68.46 / 20 * 25 $18,073
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 32791.35 / 60 * 25 $1,366
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $46,635 + $18,073 +$1,366
$66,074
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-630-010
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 6 TO NO CO LINE Termini CSAH 6 TO NO CO LINE
198 Present AADT 200
2012 Year of Count 2016
1.1 Projection Factor 1
198 Projected Traffic 200
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
28515 Structure Number 28515
0.01 Milepoint 0.01
1991 Year Built 1991
PINE CREEK Feature Crossed PINE CREEK
Type of Service
Number of Spans
106 Bridge Length 106
35 Bridge Width 35
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
0.1 * 1017490.97 / 60 * 25 *1.1
$46,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 68.46 / 20 * 25 $18,073
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 32791.35 / 60 * 25 $1,366
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
106 * 35 * 152 / 80 * 25 *1.15
$202,659
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $46,635 + $18,073 +$1,366 + $202,659
$268,733
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-631-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO CSAH 5 Termini CSAH 2 TO CSAH 5
17 Present AADT 15
2012 Year of Count 2016
1.1 Projection Factor 1
17 Projected Traffic 15
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 28-631-001 BR 28J18 ANDGRADING AWARDED 2008 RLL
Comments SAP 28-631-001 BR 28J18 ANDGRADING AWARDED 2008 RLL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7558 Structure Number 7558
Milepoint
Year Built
NEW YORK HOLLOW CREEK Feature Crossed NEW YORK HOLLOW CREEK
Type of Service
Number of Spans
34 Bridge Length 34
16 Bridge Width 16
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.8 * 508745.49 / 60 * 25 *1.1
$652,890
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 546 * 10.3 / 2 * 25 $196,833
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
34 * 16 * 152 / 80 * 25 *1.15
$29,716
Total Segment Cost Construction +Preservation + ROW +Bridge
$652,890 + $196,833 + $0+ $29,716
$879,439
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-632-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 3 TO CR 249 Termini CSAH 3 TO CR 249
297 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
297 Projected Traffic 250
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
28J20 Structure Number 28J20
Milepoint
2008 Year Built 2008
CROOKED CREEK Feature Crossed CROOKED CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
37.5 Bridge Length 37.5
39.2 Bridge Width 39.2
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
97568 Structure Number 97568
0.1 Milepoint 0.1
1992 Year Built 1992
N FK CROOKED CREEK Feature Crossed N FK CROOKED CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
76 Culvert Length 76
63.99999662 Area of Waterway Opening 63.99999662
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
2.8 * 1017490.97 / 60 * 25 *1.1
$1,305,780
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2112 * 68.46 / 20 * 25 $506,056
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 32791.35 / 60 * 25 $38,257
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
37.5 * 39.2 * 152 / 80 * 25 *1.15
$80,299
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
76 * 63.99999662 * 15.47 /100 * 25 * 1.15
$21,633
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,305,780 + $506,056+ $38,257 + $80,299 +$21,633
$1,952,025
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : HOUSTON Segment Nbr : 028-633-010
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 8 TO TH 44 Termini CSAH 8 TO TH 44
314 Present AADT 310
2012 Year of Count 2016
1.1 Projection Factor 1
314 Projected Traffic 310
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
2.7 * 1017490.97 / 60 * 25 *1.1
$1,259,145
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 68.46 / 20 * 25 $487,983
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 32791.35 / 60 * 25 $36,890
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,259,145 + $487,983+ $36,890
$1,784,018