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Bridge Statistics for Caneadea, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Caneadea, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 32 meters (105ft) Total costs: $7,430,000 Total average daily traffic: 16,962 Total average daily truck traffic: 1,419 Total future (year 2010) average daily traffic: 23,335 National Bridge Inventory (NBI) Registered Bridges for Caneadea
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101505, Location: 0.5 MI S JCT RTS 19 & 243 (Lat: 42.383131, Lng: -78.154706), Route carried "on" structure: State highway 19, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 4,645 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,484 (year 2027), Design Load: HS 20, Features Intersected: CANEADEA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, 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: 101506, Location: 0.1 MI NE OF HOUGHTON (Lat: 42.425444, Lng: -78.152925), Route carried "on" structure: State highway 19, Year Built: 1953, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,434 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,794 (year 2027), Design Load: HS 20, Features Intersected: HOUGHTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 75.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: April 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $210,000, Total Project Cost: $563,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 107855, Location: .7 MILE NW OF ORAMEL, Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,987 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 6,961 (year 2024), Design Load: HS 25, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: Interstate 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,107,000, Roadway Improvement Cost: $1,228,000, Total Project Cost: $3,335,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221444, Location: 0.8 MI SW OF ORAMEL (Lat: 42.360119, Lng: -78.149122), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1992, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 261 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 341 (year 2020), Design Load: HS 20, 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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $101,000, Total Project Cost: $270,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221445, Location: 2 MI NORTH OF CANEADEA (Lat: 42.415022, Lng: -78.145889), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 194 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 254 (year 2020), Features Intersected: SHONGO CREEK, Facility Carried by Structure: COUNCIL HOUSE RD 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: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Serious, Substructure: Fair, Channel: Fair, 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $106,000, Total Project Cost: $283,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221446, Location: 0.3 MI NE OF BELFAST (Lat: 42.357042, Lng: -78.114672), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 144 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 188 (year 2020), Design Load: HS 25, Features Intersected: TRIB GENESEE RIV, Facility Carried by Structure: EAST RIVER 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), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.6 metric tons, Inventory Rating: 40.8 metric tons, 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $106,000, Total Project Cost: $283,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221449, Location: 1 MI NORTH OF CANEADEA (Lat: 42.400772, Lng: -78.153731), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 509 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 666 (year 2020), Design Load: HS 20, Features Intersected: GENESEE RIVER, Facility Carried by Structure: COUNCIL HOUSE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 9.47m (31.07ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $106,000, Total Project Cost: $283,000 ( 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: 225442, Location: 1.4 MI NE OF CANEADEA (Lat: 42.400819, Lng: -78.132608), Route carried "on" structure: City street , Year Built: 1982, Year Reconstructed: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 207 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 271 (year 2020), Design Load: HS 25, Features Intersected: SHONGO CREEK, Facility Carried by Structure: SHONGO VALLEY RD 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), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, 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: 7.9m (25.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $207,000, Total Project Cost: $555,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 225465, Location: 1.5 MILES SE OF CANEADEA (Lat: 42.375831, Lng: -78.128825), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 104 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 136 (year 2017), Features Intersected: TRB GENESEE RIVER, Facility Carried by Structure: EAST RIVER 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Poor, 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: High priority of corrective action, Deck Geometry: Meets minimum limits, 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 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $88,000, Total Project Cost: $235,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333013, Location: IN HOUGHTON (Lat: 42.424275, Lng: -78.158572), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 2,237 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,926 (year 2026), Design Load: HS 25, Features Intersected: TRIB GENESEE RVR, Facility Carried by Structure: COUNTY ROAD 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 83.5 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: Superior to present desirable 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $257,000, Total Project Cost: $690,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333075, Location: IN CANEADEA (Lat: 42.385028, Lng: -78.149278), Route carried "on" structure: County highway , Year Built: 1903, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 240 (year 1990), Truck Traffic: 9%, Average Future Daily Traffic: 314 (year 2010), Features Intersected: GENESEE RIVER, Facility Carried by Structure: County Road 46 Minimum Vertical Clearance: 2.44m (8.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 74.9m (245.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Excellent, Superstructure: Fair, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 2007, Critical Feature Inspection Date: April 2007, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $223,000, Total Project Cost: $598,000 ( Estimate for 2007), Deck Structure Type: Open Grating Discuss this city on our hugely popular New York forum Back to: Caneadea, NY, New York, All US cities.
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