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

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Structure Number: 10121,  Location: 1.0 MI EAST OF FLUVANNA (Lat: 42.120608,  Lng: -79.270772),  Route carried "on" structure: State highway 430,  Year Built: 1993,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 9,044 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,196 (year 2027),  Design Load: HS 25,  Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.494,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 76.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $488,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101212,  Location: 4.0 MI NE JCT RTS 394& 60 (Lat: 42.133114,  Lng: -79.182147),  Route carried "on" structure: State highway 394,  Year Built: 1959,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 6,690 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,542 (year 2027),  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.355,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: August 2004,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $821,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102778,  Location: 0.8 MI N JCT RTS 60 + 17 (Lat: 42.133419,  Lng: -79.241883),  Route carried "on" structure: State highway 60,  Year Built: 1946,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 8,512 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,361 (year 2027),  Design Load: HS 25,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.006,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $7,733,000,  Roadway Improvement Cost: $4,486,000,  Total Project Cost: $12,219,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102779,  Location: 0.2 MI S JCT RTS 60 + 380 (Lat: 42.170714,  Lng: -79.254528),  Route carried "on" structure: State highway 60,  Year Built: 1951,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 6,612 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,048 (year 2027),  Design Load: HS 20,  Features Intersected: CR 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $7,733,000,  Roadway Improvement Cost: $4,486,000,  Total Project Cost: $12,219,000 ( 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: 10278,  Location: 0.1 MI S JCT RTS 60 + 380 (Lat: 42.172686,  Lng: -79.254847),  Route carried "on" structure: State highway 60,  Year Built: 1951,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 6,612 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,048 (year 2027),  Features Intersected: BR CASSADAGA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $7,733,000,  Roadway Improvement Cost: $4,486,000,  Total Project Cost: $12,219,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1062571,  Location: 0.5 MI E FALCONER INT (Lat: 42.134353,  Lng: -79.183439),  Route carried "on" structure: Interstate 86,  Year Built: 1969,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 5,587 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,371 (year 2027),  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.677,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $1,515,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062572,  Location: 0.5 MI E FALCONER INT (Lat: 42.134092,  Lng: -79.183114),  Route carried "on" structure: Interstate 86,  Year Built: 1969,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 5,587 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,371 (year 2027),  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.677,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $1,515,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1062581,  Location: 0.6 MI E FALCONER INT (Lat: 42.135819,  Lng: -79.180764),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 5,587 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,371 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.683,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  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: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $1,515,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062582,  Location: 0.6 MI E FALCONER INT (Lat: 42.135539,  Lng: -79.180406),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 5,587 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,371 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.683,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  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: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $1,515,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1091931,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125556,  Lng: -79.274044),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,643 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,957 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 953B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.033,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  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: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,162,000,  Roadway Improvement Cost: $691,000,  Total Project Cost: $1,853,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091932,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125033,  Lng: -79.273964),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,643 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,957 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 953B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.033,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  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: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,162,000,  Roadway Improvement Cost: $691,000,  Total Project Cost: $1,853,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109194,  Location: 0.3 MI W JCT RTS 17 + 60 (Lat: 42.120664,  Lng: -79.246444),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 1,442 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,856 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: WEST OAK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091951,  Location: JCT RTS 17 + 60 (Lat: 42.121375,  Lng: -79.240867),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,643 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,957 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.033,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091952,  Location: JCT RTS 17 + 60 (Lat: 42.120967,  Lng: -79.240900),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 4,643 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,957 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.034,  Lanes on structure: 2,  Lanes under structure: 3,  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: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109196,  Location: 0.9 MI E JCT RTS 17 + 60 (Lat: 42.124672,  Lng: -79.223694),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 808 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,007 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  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: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091981,  Location: .7 MI WEST EXIT 13 OF I86 (Lat: 42.126086,  Lng: -79.203178),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 5,487 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,221 (year 2027),  Design Load: HS 25,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.507,  Lanes on 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: 38.1m (125.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091982,  Location: .7 MI WEST EXIT 13 OF I86 (Lat: 42.125761,  Lng: -79.203039),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 5,487 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,221 (year 2027),  Design Load: HS 25,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.507,  Lanes on 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: 38.1m (125.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091999,  Location: EXIT 13 OF I86 - FALCONER (Lat: 42.129253,  Lng: -79.191039),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2006,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 10,974 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,442 (year 2027),  Design Load: HS 25,  Features Intersected: 86I 17 52111307,  Facility Carried by Structure: 86I Exit 13 to349
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.491,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $4,320,000 ( 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: 1092001,  Location: 0.7 MI E JCT RTS 17 + 60 (Lat: 42.124422,  Lng: -79.229389),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 5,487 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,221 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.495,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $542,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1092002,  Location: 0.7 MI E JCT RTS 17 + 60 (Lat: 42.124072,  Lng: -79.228892),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 5,487 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,221 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.495,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $542,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221243,  Location: 2.7 MILES N OF FALCONER (Lat: 42.161508,  Lng: -79.185547),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 116 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 145 (year 2016),  Design Load: HS 20,  Features Intersected: TRB CASSADAGA CRK,  Facility Carried by Structure: WILSON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $215,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226802,  Location: 1 MI WEST OF NY RT 60 (Lat: 42.136756,  Lng: -79.293978),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 262 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 326 (year 2019),  Features Intersected: DRY BROOK,  Facility Carried by Structure: MOON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 77.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $188,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332438,  Location: 1.6 MILES N OF FALCONER (Lat: 42.147947,  Lng: -79.195564),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,647 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,036 (year 2027),  Design Load: HS 25,  Features Intersected: TRB CASSADAGA CRK,  Facility Carried by Structure: LEVANT GERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $334,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332439,  Location: 2.4 MILES SE OF GERRY (Lat: 42.168256,  Lng: -79.215814),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,151 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,423 (year 2027),  Features Intersected: FOLSOM CREEK,  Facility Carried by Structure: LEVANT-GERRY ROAD
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 62.6 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $442,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33244,  Location: 0.8 MI N OF JAMESTOWN (Lat: 42.130019,  Lng: -79.238400),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 971 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,210 (year 2019),  Design Load: HS 20,  Features Intersected: MOON BROOK,  Facility Carried by Structure: HORTON ROAD
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $442,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332442,  Location: 3.0 MI SE OF GERRY (Lat: 42.154736,  Lng: -79.223406),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 986 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,233 (year 2025),  Features Intersected: CASSADAGA CREEK,  Facility Carried by Structure: COUNTY ROAD 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $572,000,  Roadway Improvement Cost: $340,000,  Total Project Cost: $912,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 332444,  Location: 1.1 MILES E OF JAMESTOWN (Lat: 42.079014,  Lng: -79.184533),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,610 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,070 (year 2023),  Design Load: HS 25,  Features Intersected: TRB CONEWANGO CRK,  Facility Carried by Structure: PECK SETTLEMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $474,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336723,  Location: 0.2 MI S OF LEVANT (Lat: 42.131689,  Lng: -79.180253),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 1,854 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,386 (year 2022),  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.1 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $659,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $1,041,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102779,  Location: 0.2 MI S JCT RTS 60 + 380 (Lat: 42.170714,  Lng: -79.254528),  Route carried "under" structure: County highway ,  Year Built: 1951,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 3,313 (year 2005),  Truck Traffic: 6%,  Features Intersected: CR 81,  Facility Carried by Structure: RTE 60
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1062581,  Location: 0.6 MI E FALCONER INT (Lat: 42.135819,  Lng: -79.180764),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 1,593 (year 2007),  Truck Traffic: 9%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1062582,  Location: 0.6 MI E FALCONER INT (Lat: 42.135539,  Lng: -79.180406),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 1,593 (year 2007),  Truck Traffic: 9%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1091931,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125556,  Lng: -79.274044),  Route carried "under" structure: Other road 953B,  Year Built: 1973,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,975 (year 2005),  Truck Traffic: 4%,  Features Intersected: RTE 953B,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1091932,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125033,  Lng: -79.273964),  Route carried "under" structure: Other road 953B,  Year Built: 1973,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,975 (year 2005),  Truck Traffic: 4%,  Features Intersected: RTE 953B,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 109194,  Location: 0.3 MI W JCT RTS 17 + 60 (Lat: 42.120664,  Lng: -79.246444),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,285 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: WEST OAK HILL RD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 44.601,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 109194,  Location: 0.3 MI W JCT RTS 17 + 60 (Lat: 42.120664,  Lng: -79.246444),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: WEST OAK HILL RD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1091951,  Location: JCT RTS 17 + 60 (Lat: 42.121375,  Lng: -79.240867),  Route carried "under" structure: State highway 60,  Year Built: 1973,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 8,512 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 60,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.029,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 1091952,  Location: JCT RTS 17 + 60 (Lat: 42.120967,  Lng: -79.240900),  Route carried "under" structure: State highway 60,  Year Built: 1973,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 13,775 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 60,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 109196,  Location: 0.9 MI E JCT RTS 17 + 60 (Lat: 42.124672,  Lng: -79.223694),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 10,974 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 46.548,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 109196,  Location: 0.9 MI E JCT RTS 17 + 60 (Lat: 42.124672,  Lng: -79.223694),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 5%,  Features Intersected: RTE I86, EB & WB LANES S,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 1091999,  Location: EXIT 13 OF I86 - FALCONER (Lat: 42.129253,  Lng: -79.191039),  Route carried "under" structure: Interstate ,  Year Built: 2006,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,487 (year 2007),  Truck Traffic: 17%,  Features Intersected: 86I 17 52111307,  Facility Carried by Structure: 86I Exit 13 to349
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.9m (127.6ft)