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Bridge Statistics for West Almond, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Almond, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 22 meters (72ft) Total costs: $12,415,000 Total average daily traffic: 13,066 Total average daily truck traffic: 3,862 Total future (year 2022) average daily traffic: 17,973 National Bridge Inventory (NBI) Registered Bridges for West Almond
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1061581, Location: EXIT 32 OF I86 - W ALMOND (Lat: 42.305311, Lng: -77.878536), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,862 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 3,954 (year 2027), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.749, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,820,000, Roadway Improvement Cost: $1,082,000, Total Project Cost: $2,902,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1061582, Location: EXIT 32 OF I86 - W ALMOND (Lat: 42.305036, Lng: -77.878706), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 2,862 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 3,954 (year 2027), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.749, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,820,000, Roadway Improvement Cost: $1,082,000, Total Project Cost: $2,902,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1061681, Location: 8.0 MI NE JCT RTS 17 + 19 (Lat: 42.298703, Lng: -77.938764), Route carried "on" structure: Interstate 86, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 2,775 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 3,834 (year 2027), Design Load: HS 20, Features Intersected: MORTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.993, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $487,000, Total Project Cost: $1,305,000 ( 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: 1061682, Location: 8.0 MI NE JCT RTS 17 + 19 (Lat: 42.298011, Lng: -77.938781), Route carried "on" structure: Interstate 86, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 2,775 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 3,834 (year 2027), Design Load: HS 20, Features Intersected: MORTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.993, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $487,000, Total Project Cost: $1,305,000 ( 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: 221514, Location: 2.8 MI W OF WEST ALMOND (Lat: 42.294497, Lng: -77.938800), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 55 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 72 (year 2023), Features Intersected: ANGELICA CREEK, Facility Carried by Structure: MORTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.8 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $292,000, Total Project Cost: $780,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221515, Location: IN W ALMOND (Lat: 42.301119, Lng: -77.885572), Route carried "on" structure: City street , Year Built: 1934, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 16 (year 2023), Features Intersected: ANGELICA CREEK, Facility Carried by Structure: TUCKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), 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: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $64,000, Total Project Cost: $171,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Structure Number: 227031, Location: 1 Mile W.of West Almond, Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13 (year 2027), Features Intersected: Angelica Creek, Facility Carried by Structure: South Schuyler Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft) Condition: Channel: Good, Culverts: Excellent, Structural Evaluation: High priority of corrective action, 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $91,000, Total Project Cost: $245,000 ( Estimate for 2007) Find on map >>
Structure Number: 304783, Location: 3.9 MI NE OF ANGELICA (Lat: 42.322050, Lng: -77.945975), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 401 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 542 (year 2026), Design Load: HS 20+Mod, Features Intersected: YOUNG CREEK, Facility Carried by Structure: COUNTY ROAD 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $171,000, Total Project Cost: $459,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304784, Location: 4.1 MI NE OF ANGELICA (Lat: 42.321989, Lng: -77.942567), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 2000, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 401 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 542 (year 2026), Design Load: HS 25, Features Intersected: BLACK CREEK, Facility Carried by Structure: COUNTY ROAD 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $231,000, Total Project Cost: $619,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304785, Location: 5.3 MI NE OF ANGELICA (Lat: 42.346347, Lng: -77.927067), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1974, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 401 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 542 (year 2026), Design Load: HS 20, Features Intersected: GEORGE CREEK, Facility Carried by Structure: COUNTY ROAD 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $143,000, Total Project Cost: $383,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333065, Location: 4.3 M SW OF W ALMOND (Lat: 42.265911, Lng: -77.954361), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 205 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 268 (year 2022), Design Load: HS 25, Features Intersected: N BR PHILLIPS CRK, Facility Carried by Structure: COUNTY ROAD 2B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $251,000, Total Project Cost: $672,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333066, Location: IN WEST ALMOND (Lat: 42.300506, Lng: -77.882539), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 307 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 402 (year 2026), Design Load: HS 20, Features Intersected: ANGELICA CREEK, Facility Carried by Structure: COUNTY ROAD 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 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: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $251,000, Total Project Cost: $672,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: West Almond, NY, New York, All US cities.
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