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Bridge Statistics for Alabama, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Alabama, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 14 meters (46ft) Total costs: $7,556,000 Total average daily traffic: 31,479 Total average daily truck traffic: 2,426 Total future (year 1992) average daily traffic: 45,665 National Bridge Inventory (NBI) Registered Bridges for Alabama
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 102879, Location: 3.2 MI N JCT RTS 63 + 77 (Lat: 43.120197, Lng: -78.390625), Route carried "on" structure: State highway 63, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,345 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,621 (year 2027), Design Load: H 15, Features Intersected: SWAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $613,000, Total Project Cost: $1,643,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10288, Location: 3.4 MI N JCT RTS 63 + 77 (Lat: 43.123328, Lng: -78.390569), Route carried "on" structure: State highway 63, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,345 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,621 (year 2027), Design Load: H 15, Features Intersected: OAK ORCHARD SWAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $613,000, Total Project Cost: $1,643,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102881, Location: 3.7 MI N JCT RTS 63 + 77 (Lat: 43.126931, Lng: -78.390522), Route carried "on" structure: State highway 63, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,345 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,621 (year 2027), Design Load: H 15, Features Intersected: OAKORCHARD SWAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $613,000, Total Project Cost: $1,643,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10301, Location: 0.2 MI S JCT RTS 77 + 63 (Lat: 43.072208, Lng: -78.391672), Route carried "on" structure: State highway 77, Year Built: 1913, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,422 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 12,009 (year 2026), Features Intersected: WHITNEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.0 metric tons, Inventory Rating: 22.0 metric tons, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104399, Location: JCT RTE 267+TONAWANDA CK (Lat: 43.060331, Lng: -78.437792), Route carried "on" structure: Alternate State highway 267, Year Built: 1941, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 340 (year 1972), Truck Traffic: 6%, Average Future Daily Traffic: 558 (year 1992), Design Load: H 20, Features Intersected: TONAWANDA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $96,000, Total Project Cost: $258,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30956, Location: 3.65 MI NW JCT RTS 63+77 (Lat: 43.120325, Lng: -78.448478), Route carried "on" structure: State highway , Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,888 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,089 (year 2026), Design Load: HS 20, Features Intersected: UNKNOWN STREAM, Facility Carried by Structure: LEWISTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.416, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331493, Location: 0.1 MI W WHEATVILLE (Lat: 43.096225, Lng: -78.344017), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,404 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 3,949 (year 2022), Features Intersected: BRINNINGSTOOL CRK, Facility Carried by Structure: LEWISTON 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, 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 desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $105,000, Total Project Cost: $281,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331496, Location: 0.9 MI NW BASOM (Lat: 43.074756, Lng: -78.405028), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 548 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2021), Features Intersected: WHITNEY CREEK, Facility Carried by Structure: JUDGE ROAD 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $93,000, Total Project Cost: $249,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 331499, Location: 3.7 MI NW ALABAMA (Lat: 43.117944, Lng: -78.456792), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 156 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 216 (year 2021), Features Intersected: CANAL FEEDER, Facility Carried by Structure: MEADVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $87,000, Total Project Cost: $233,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3315, Location: 3.5 MI NE ALABAMA (Lat: 43.129639, Lng: -78.370181), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 84 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 116 (year 2021), Features Intersected: BR OAK ORCHARD CK, Facility Carried by Structure: SOUR SPRINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), 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: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $74,000, Total Project Cost: $198,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 331502, Location: 2.3 MI NE ALABAMA (Lat: 43.125358, Lng: -78.370067), Route carried "on" structure: City street , Year Built: 1885, Year Reconstructed: 1932, Status: Closed, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 92 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 127 (year 2016), Features Intersected: OAK ORCHARD CREEK, Facility Carried by Structure: SOUR SPRINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $149,000, Total Project Cost: $398,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 331505, Location: 1.9 MI NE WHEATVILLE (Lat: 43.120489, Lng: -78.324789), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 510 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 838 (year 2021), Design Load: HS 25, Features Intersected: OAK ORCHARD CREEK, Facility Carried by Structure: KNOWLESVILLE ROAD 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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.9 metric tons, Inventory Rating: 40.8 metric tons, 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $149,000, Total Project Cost: $398,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Alabama, NY, New York, All US cities.
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