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

Find on map >>   Show street view

Structure Number: 10121,  Location: 1.0 MI EAST OF FLUVANNA (Lat: 42.120506,  Lng: -79.270800),  Route carried "on" structure: State highway 430,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,766 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,144 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.211,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $623,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 101212,  Location: 4.0 MI NE JCT RTS 394& 60 (Lat: 42.133092,  Lng: -79.181883),  Route carried "on" structure: State highway 394,  Year Built: 1959,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 5,264 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,558 (year 2040),  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.794,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $4,702,000,  Roadway Improvement Cost: $2,753,000,  Total Project Cost: $7,455,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 102778,  Location: 0.8 MI N JCT RTS 60 + 17 (Lat: 42.133594,  Lng: -79.241928),  Route carried "on" structure: State highway 60,  Year Built: 1946,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,536 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,566 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.893,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 9.7m (31.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,108,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 102779,  Location: 0.2 MI S JCT RTS 60 + 380 (Lat: 42.170753,  Lng: -79.254681),  Route carried "on" structure: State highway 60,  Year Built: 1951,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,994 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,017 (year 2040),  Design Load: HS 20,  Features Intersected: CR 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.302,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: May 2021,  Bridge Improvement Cost: $3,377,000,  Roadway Improvement Cost: $1,978,000,  Total Project Cost: $5,355,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10278,  Location: 0.1 MI S JCT RTS 60 + 380 (Lat: 42.172692,  Lng: -79.254933),  Route carried "on" structure: State highway 60,  Year Built: 2021,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,994 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,041 (year 2040),  Features Intersected: BR CASSADAGA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $825,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1062571,  Location: 0.5 MI E FALCONER INT (Lat: 42.134544,  Lng: -79.183242),  Route carried "on" structure: Interstate 86,  Year Built: 1969,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Poor,  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: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $2,867,000,  Roadway Improvement Cost: $1,679,000,  Total Project Cost: $4,546,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1062572,  Location: 0.5 MI E FALCONER INT (Lat: 42.134317,  Lng: -79.182903),  Route carried "on" structure: Interstate 86,  Year Built: 1969,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,419 (year 2040),  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.346,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Poor,  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: Meets minimum limits,  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: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $2,867,000,  Roadway Improvement Cost: $1,679,000,  Total Project Cost: $4,546,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1062581,  Location: 0.6 MI E FALCONER INT (Lat: 42.136117,  Lng: -79.180631),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,305 (year 2013),  Truck Traffic: 19%,  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.651,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: 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: April 2021,  Bridge Improvement Cost: $2,191,000,  Roadway Improvement Cost: $1,283,000,  Total Project Cost: $3,475,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1062582,  Location: 0.6 MI E FALCONER INT (Lat: 42.135864,  Lng: -79.180319),  Route carried "on" structure: Interstate 86,  Year Built: 1971,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,943 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,419 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.635,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: 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: April 2021,  Bridge Improvement Cost: $2,191,000,  Roadway Improvement Cost: $1,283,000,  Total Project Cost: $3,475,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1091931,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125564,  Lng: -79.274072),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 5,877 (year 2015),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: RTE 953B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.317,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: 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 2021,  Bridge Improvement Cost: $2,743,000,  Roadway Improvement Cost: $1,606,000,  Total Project Cost: $4,350,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091932,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125067,  Lng: -79.273994),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,529 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,954 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 953B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.301,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: 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 2021,  Bridge Improvement Cost: $2,716,000,  Roadway Improvement Cost: $1,591,000,  Total Project Cost: $4,307,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 109194,  Location: 0.3 MI W JCT RTS 17 + 60 (Lat: 42.120625,  Lng: -79.246408),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 858 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,061 (year 2040),  Design Load: HS 20,  Features Intersected: 17 17 52111278 WB, RTE,  Facility Carried by Structure: WEST OAK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 5,  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-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,572,000,  Roadway Improvement Cost: $3,263,000,  Total Project Cost: $8,835,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091951,  Location: JCT RTS 17 + 60 (Lat: 42.121450,  Lng: -79.240933),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 5,296 (year 2015),  Truck Traffic: 21%,  Design Load: HS 20,  Features Intersected: RTE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.181,  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-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: 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: August 2021,  Bridge Improvement Cost: $2,832,000,  Roadway Improvement Cost: $1,658,000,  Total Project Cost: $4,490,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091952,  Location: JCT RTS 17 + 60 (Lat: 42.121100,  Lng: -79.240928),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,722 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,171 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.165,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum 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: August 2021,  Bridge Improvement Cost: $2,631,000,  Roadway Improvement Cost: $1,541,000,  Total Project Cost: $4,172,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 109196,  Location: 0.9 MI E JCT RTS 17 + 60 (Lat: 42.124672,  Lng: -79.223806),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 457 (year 2016),  Average Future Daily Traffic: 640 (year 2036),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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 2021,  Bridge Improvement Cost: $3,925,000,  Roadway Improvement Cost: $2,298,000,  Total Project Cost: $6,223,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091981,  Location: .7 MI WEST EXIT 13 OF I86 (Lat: 42.126122,  Lng: -79.202789),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 5,296 (year 2013),  Truck Traffic: 21%,  Design Load: HS 25 or greater,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.415,  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum 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: July 2021,  Bridge Improvement Cost: $2,394,000,  Roadway Improvement Cost: $1,402,000,  Total Project Cost: $3,796,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091982,  Location: .7 MI WEST EXIT 13 OF I86 (Lat: 42.125800,  Lng: -79.202817),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 3,722 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,171 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.399,  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum 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: July 2021,  Bridge Improvement Cost: $2,368,000,  Roadway Improvement Cost: $1,387,000,  Total Project Cost: $3,754,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1091999,  Location: EXIT 13 OF I86 - FALCONER (Lat: 42.129456,  Lng: -79.190897),  Route carried "on" structure: Ramp Interstate 86,  Year Built: 2006,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 994 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,183 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 86I 17 52111307 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,946,000,  Roadway Improvement Cost: $2,896,000,  Total Project Cost: $7,843,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1092001,  Location: 0.7 MI E JCT RTS 17 + 60 (Lat: 42.124606,  Lng: -79.229689),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,296 (year 2013),  Truck Traffic: 21%,  Design Load: HS 20+Mod,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.227,  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: Good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,106,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1092002,  Location: 0.7 MI E JCT RTS 17 + 60 (Lat: 42.124250,  Lng: -79.229200),  Route carried "on" structure: State highway 86,  Year Built: 1973,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,722 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,171 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.210,  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: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,106,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 221243,  Location: 2.7 MILES N OF FALCONER (Lat: 42.161558,  Lng: -79.185392),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 54 (year 2016),  Average Future Daily Traffic: 76 (year 2036),  Design Load: HS 20,  Features Intersected: TRB CASSADAGA CRK,  Facility Carried by Structure: WILSON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $615,000,  Total Project Cost: $1,665,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 226802,  Location: 1.8 MI WEST OF NY RT 60 (Lat: 42.140186,  Lng: -79.277289),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 227 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 318 (year 2037),  Features Intersected: DRY BROOK,  Facility Carried by Structure: MOON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $179,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332438,  Location: 1.6 MILES N OF FALCONER (Lat: 42.147975,  Lng: -79.195508),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,288 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRB CASSADAGA CRK,  Facility Carried by Structure: LEVANT GERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 minimum 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: April 2021,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $426,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 332439,  Location: 2.4 MILES SE OF GERRY (Lat: 42.168408,  Lng: -79.215989),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 818 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 826 (year 2040),  Features Intersected: FOLSOM CREEK,  Facility Carried by Structure: LEVANT-GERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $1,196,000,  Roadway Improvement Cost: $700,000,  Total Project Cost: $1,896,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 33244,  Location: 0.8 MI N OF JAMESTOWN (Lat: 42.130233,  Lng: -79.238431),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 462 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 647 (year 2040),  Design Load: HS 20,  Features Intersected: MOON BROOK,  Facility Carried by Structure: HORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 49.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $693,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $1,099,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 332442,  Location: 3.0 MI SE OF GERRY (Lat: 42.154928,  Lng: -79.223489),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 844 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,182 (year 2038),  Design Load: HL 93,  Features Intersected: CASSADAGA CREEK,  Facility Carried by Structure: COUNTY ROAD 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 30.5m (100.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Superior to present desirable criteria,  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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,207,000,  Roadway Improvement Cost: $707,000,  Total Project Cost: $1,914,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 332444,  Location: 4 MILES S. OF FALCONER (Lat: 42.079075,  Lng: -79.184442),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,850 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,009 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRB CONEWANGO CRK,  Facility Carried by Structure: PECK SETTLEMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.781,  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: 10.4m (34.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $788,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 336723,  Location: 0.2 MI S OF LEVANT (Lat: 42.131944,  Lng: -79.179453),  Route carried "on" structure: Alternate County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 1,254 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,551 (year 2040),  Design Load: HS 20,  Features Intersected: CASSADAGA CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum 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: April 2021,  Bridge Improvement Cost: $2,227,000,  Roadway Improvement Cost: $1,304,000,  Total Project Cost: $3,532,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 102779,  Location: 0.2 MI S JCT RTS 60 + 380 (Lat: 42.170753,  Lng: -79.254681),  Route carried "under" structure: County highway ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 2,662 (year 2020),  Truck Traffic: 20%,  Features Intersected: CR 81,  Facility Carried by Structure: RTE 60
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

Find on map >>   Show street view

Structure Number: 1062581,  Location: 0.6 MI E FALCONER INT (Lat: 42.136117,  Lng: -79.180631),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 697 (year 2018),  Truck Traffic: 8%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

Find on map >>   Show street view

Structure Number: 1062582,  Location: 0.6 MI E FALCONER INT (Lat: 42.135864,  Lng: -79.180319),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 697 (year 2018),  Truck Traffic: 8%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.65m (15.26ft),  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)

Find on map >>   Show street view

Structure Number: 1091931,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125564,  Lng: -79.274072),  Route carried "under" structure: State highway 953B,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Features Intersected: RTE 953B,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 41.721,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 1091932,  Location: 1.8 MI W JCT I86 & S H 60 (Lat: 42.125067,  Lng: -79.273994),  Route carried "under" structure: State highway 953B,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Features Intersected: RTE 953B,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 41.721,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 109194,  Location: 0.3 MI W JCT RTS 17 + 60 (Lat: 42.120625,  Lng: -79.246408),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,149 (year 1998),  Features Intersected: 17 17 52111278 WB, RTE,  Facility Carried by Structure: WEST OAK HILL RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 44.119,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 1091951,  Location: JCT RTS 17 + 60 (Lat: 42.121450,  Lng: -79.240933),  Route carried "under" structure: State highway 60,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,761 (year 2000),  Features Intersected: RTE 60,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

Find on map >>   Show street view

Structure Number: 1091952,  Location: JCT RTS 17 + 60 (Lat: 42.121100,  Lng: -79.240928),  Route carried "under" structure: State highway 60,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,181 (year 1999),  Features Intersected: RTE 60,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.95m (16.24ft),  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)

Find on map >>   Show street view

Structure Number: 109196,  Location: 0.9 MI E JCT RTS 17 + 60 (Lat: 42.124672,  Lng: -79.223806),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,791 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 46.066,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

Find on map >>   Show street view

Structure Number: 1091971,  Location: 0.8 MI W FALCONER INT (Lat: 42.125811,  Lng: -79.205281),  Route carried "under" structure: County highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,570 (year 1972),  Features Intersected: N WORK ST/CR 380,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 1091999,  Location: EXIT 13 OF I86 - FALCONER (Lat: 42.129456,  Lng: -79.190897),  Route carried "under" structure: Interstate 86,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,853 (year 1998),  Features Intersected: 86I 17 52111307 WB, RTE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.9m (127.6ft)