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Bridge Statistics for Belfast, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Belfast, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 41 meters (135ft) Total costs: $8,225,000 Total average daily traffic: 16,122 Total average daily truck traffic: 1,395 Total future (year 2017) average daily traffic: 22,039 National Bridge Inventory (NBI) Registered Bridges for Belfast
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101501, Location: 0.3MI SE JCT RTS 19&305 (Lat: 42.327667, Lng: -78.107458), Route carried "on" structure: State highway 19, Year Built: 1983, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 3,466 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 4,838 (year 2025), Design Load: HS 20, Features Intersected: WHITE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.034, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 59.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $125,000, Total Project Cost: $335,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 101502, Location: 0.4 MI N JCT RTS 19 & 305 (Lat: 42.331669, Lng: -78.113172), Route carried "on" structure: State highway 19, Year Built: 1991, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 5,497 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,673 (year 2027), Design Load: HS 20, Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $125,000, Total Project Cost: $335,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 104553, Location: 2.5 MI NE OF BLACK CK (Lat: 42.300303, Lng: -78.187975), Route carried "on" structure: State highway 305, Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,404 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,898 (year 2026), Design Load: HS 20, Features Intersected: MICHAEL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104555, Location: 4.0 MI SE JCT RTS 19 +305 (Lat: 42.302525, Lng: -78.162708), Route carried "on" structure: State highway 305, Year Built: 1939, Year Reconstructed: 2002, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 1,404 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,898 (year 2026), Design Load: H 20, Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.511, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 221419, Location: 3.8 MI W OF BELFAST (Lat: 42.338594, Lng: -78.184453), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 86 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 112 (year 2020), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $86,000, Total Project Cost: $230,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22142, Location: 3.9 MI W OF BELFAST (Lat: 42.336278, Lng: -78.185825), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 127 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 166 (year 2017), Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CRAWFORD CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $88,000, Total Project Cost: $236,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221423, Location: 2.2 MI SW OF BELFAST (Lat: 42.315939, Lng: -78.133292), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 33 (year 2020), Features Intersected: BLACK CREEK, Facility Carried by Structure: LAKE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $88,000, Total Project Cost: $236,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221425, Location: 2.0 MI S OF BELFAST (Lat: 42.314761, Lng: -78.107014), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 76 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 99 (year 2020), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: LITTLE JOHN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $171,000, Total Project Cost: $458,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221426, Location: 2.5 MI SE OF ROCKVILLE (Lat: 42.284267, Lng: -78.125936), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 47 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 61 (year 2020), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: MILLER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $128,000, Total Project Cost: $344,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 306009, Location: 3.0 MI SW OF ANGELICA (Lat: 42.296172, Lng: -78.074900), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1974, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 945 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,278 (year 2026), Features Intersected: GENESEE RIVER, Facility Carried by Structure: CO.RD.16 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $2,269,000, Roadway Improvement Cost: $1,316,000, Total Project Cost: $3,585,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333001, Location: 3.2 M N INT SH 17 & SH275 (Lat: 42.270428, Lng: -78.137278), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 439 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 574 (year 2026), Design Load: HS 25, Features Intersected: WHITE CREEK, Facility Carried by Structure: WHITE CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 59.9 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $91,000, Total Project Cost: $244,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333002, Location: 4.4 MI S OF BELFAST (Lat: 42.278539, Lng: -78.130006), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 187 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 245 (year 2026), Features Intersected: WHITE CREEK, Facility Carried by Structure: TIBBETTS HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $200,000, Total Project Cost: $536,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333003, Location: 1.0 MI SE OF BELFAST (Lat: 42.334803, Lng: -78.097950), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 840 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,099 (year 2026), Features Intersected: WIGWAM CREEK, Facility Carried by Structure: COUNTY ROAD 26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 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 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $200,000, Total Project Cost: $536,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333074, Location: 0.5 MI.E.OF BELFAST (Lat: 42.343261, Lng: -78.102869), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 1,579 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 2,065 (year 2026), Design Load: HS 20+Mod, Features Intersected: GENESEE RIVER, Facility Carried by Structure: CR 26 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $223,000, Total Project Cost: $598,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Discuss this city on our hugely popular New York forum Back to: Belfast, NY, New York, All US cities.
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