Bridge Statistics for West Sparta, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 102362,  Location: 4.0MI SE JCT RTS 36 + 258 (Lat: 42.580878,  Lng: -77.737653),  Route carried "on" structure: State highway 36,  Year Built: 1953,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,244 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,594 (year 2025),  Design Load: H 20,  Features Intersected: BRADNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $482,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102363,  Location: 0.9MI SE JCT RTS 36 + 258 (Lat: 42.617125,  Lng: -77.762872),  Route carried "on" structure: State highway 36,  Year Built: 1953,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,012 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,849 (year 2025),  Design Load: H 20,  Features Intersected: MC MASTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.384,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $482,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102364,  Location: 0.1MI SE JCT RTS 36 + 258 (Lat: 42.626994,  Lng: -77.772550),  Route carried "on" structure: State highway 36,  Year Built: 1910,  Year Reconstructed: 1953,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,012 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,849 (year 2025),  Design Load: H 15,  Features Intersected: ROCKSPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.213,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,022,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102865,  Location: 3.7 MI NW JCT RTS 63 & 36 (Lat: 42.610222,  Lng: -77.724981),  Route carried "on" structure: State highway 63,  Year Built: 1991,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 1,528 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,179 (year 2025),  Design Load: HS 20,  Features Intersected: PATTERSON GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $775,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069861,  Location: IN WEST SPARTA (Lat: 42.643956,  Lng: -77.791425),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 14,895 (year 2004),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,491 (year 2024),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.717,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.9m (199.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 60.8m (199.5ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $1,529,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069862,  Location: IN WEST SPARTA (Lat: 42.641244,  Lng: -77.791475),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 14,895 (year 2004),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,491 (year 2024),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.405,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $1,529,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069901,  Location: AT NW LI VIL OF DANSVILLE (Lat: 42.567128,  Lng: -77.717856),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: PLAZA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $820,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069902,  Location: AT NW LI VIL OF DANSVILLE (Lat: 42.567311,  Lng: -77.717689),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,856 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,353 (year 2025),  Design Load: HS 20,  Features Intersected: PLAZA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $820,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069911,  Location: 0.5 MI NW OF DANSVILLE (Lat: 42.570208,  Lng: -77.724819),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 25.11m (82.38ft),  Average Daily Traffic: 14,895 (year 2004),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,491 (year 2024),  Design Load: HS 20,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.869,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 80.7m (264.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.11m (82.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $820,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069912,  Location: 0.5 MI NW OF DANSVILLE (Lat: 42.570625,  Lng: -77.725103),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 20.26m (66.47ft),  Average Daily Traffic: 8,873 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,398 (year 2022),  Design Load: HS 20,  Features Intersected: CANASERAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.893,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 80.7m (264.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.26m (66.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $820,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 106992,  Location: 1.5 MI NW OF DANSVILLE (Lat: 42.578825,  Lng: -77.739581),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 17,746 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 26,796 (year 2022),  Design Load: HS 20,  Features Intersected: BRADNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.985,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 87.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $696,000,  Total Project Cost: $1,866,000 ( Estimate for 2007)

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Structure Number: 1069931,  Location: 1.5 MILES NW OF DANSVILLE (Lat: 42.579267,  Lng: -77.740225),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 8,873 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,398 (year 2022),  Design Load: HS 20,  Features Intersected: COFFEE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $696,000,  Total Project Cost: $1,866,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069932,  Location: 1.5 MILES NW OF DANSVILLE (Lat: 42.579631,  Lng: -77.739769),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,873 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,398 (year 2022),  Design Load: HS 20,  Features Intersected: COFFEE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $696,000,  Total Project Cost: $1,866,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10701,  Location: JCT RTS 390I&258 W SPARTA (Lat: 42.659314,  Lng: -77.808350),  Route carried "on" structure: County highway 258,  Year Built: 1979,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 287 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 471 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,410,000,  Roadway Improvement Cost: $818,000,  Total Project Cost: $2,228,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070961,  Location: 2.7 MI NW OF DANSVILLE (Lat: 42.594806,  Lng: -77.750414),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 8,873 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,398 (year 2022),  Design Load: HS 20,  Features Intersected: STONER HL RD-CR34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,410,000,  Roadway Improvement Cost: $818,000,  Total Project Cost: $2,228,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1070962,  Location: 2.7 MI NW OF DANSVILLE (Lat: 42.595072,  Lng: -77.749264),  Route carried "on" structure: Interstate 390,  Year Built: 1979,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 8,873 (year 2002),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,398 (year 2022),  Design Load: HS 20,  Features Intersected: STONER HL RD-CR34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,410,000,  Roadway Improvement Cost: $818,000,  Total Project Cost: $2,228,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221099,  Location: 1.5 MI NW OF DANVILLE (Lat: 42.580281,  Lng: -77.738414),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 132 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 183 (year 2023),  Features Intersected: BRADNER CREEK,  Facility Carried by Structure: WOODSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $625,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331674,  Location: 2.8 MI NE OF WESTVIEW (Lat: 42.587689,  Lng: -77.790814),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1968,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 466 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 645 (year 2021),  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: Kysorvl-ByersvlRd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $760,000 ( Estimate for 2007)

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Structure Number: 331676,  Location: 3.2 MI NW OF REEDS CORNER (Lat: 42.621300,  Lng: -77.735850),  Route carried "on" structure: City street ,  Year Built: 1894,  Year Reconstructed: 1953,  Status: Posted for load,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 70 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 97 (year 2021),  Features Intersected: CANASERAGA CREEK,  Facility Carried by Structure: EVERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Serious,  Channel: Good,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,075,000,  Roadway Improvement Cost: $727,000,  Total Project Cost: $1,802,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 331677,  Location: 2 MI NW CITY OF DANSVILLE (Lat: 42.593300,  Lng: -77.726511),  Route carried "on" structure: City street ,  Year Built: 1894,  Status: Posted for load,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 98 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 136 (year 2027),  Features Intersected: CANASERAGA CREEK,  Facility Carried by Structure: WHITE BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $508,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 10701,  Location: JCT RTS 390I&258 W SPARTA (Lat: 42.659314,  Lng: -77.808350),  Route carried "under" structure: Interstate 390,  Year Built: 1979,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 17,746 (year 2002),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 258
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 17.506,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)