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Bridge Statistics for Woodhull, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Woodhull, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 30 meters (98ft) Total costs: $9,675,000 Total average daily traffic: 12,734 Total average daily truck traffic: 1,064 Total future (year 2015) average daily traffic: 17,337 National Bridge Inventory (NBI) Registered Bridges for Woodhull
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 101261, Location: 2 MILES NW OF WOODHULL (Lat: 42.096644, Lng: -77.434358), Route carried "on" structure: State highway 417, Year Built: 1948, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,979 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 2,762 (year 2027), Design Load: HS 20, Features Intersected: TRB TUSCARORA CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $225,000, Total Project Cost: $603,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101262, Location: 2.3 MI E OF WOODHULL (Lat: 42.080914, Lng: -77.363544), Route carried "on" structure: State highway 417, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,888 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 4,031 (year 2026), Design Load: HS 20, Features Intersected: ALDRICH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 79.8 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: Equal to present minimum 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $129,000, Total Project Cost: $345,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101263, Location: 5.0 MI E OF WOODHULL (Lat: 42.079375, Lng: -77.327900), Route carried "on" structure: State highway 417, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,888 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 4,031 (year 2026), Design Load: HS 20, Features Intersected: TUSCARORA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.168, Lanes on 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: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: 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: May 2006, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $232,000, Total Project Cost: $639,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221797, Location: 5.1 MILES S OF WOODHULL (Lat: 42.004075, Lng: -77.392547), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 83 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 109 (year 2023), Design Load: HS 25, Features Intersected: HOLDEN CREEK, Facility Carried by Structure: MCCASLIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $264,000, Total Project Cost: $657,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221798, Location: 2.3 MI E OF WOODHULL (Lat: 42.080122, Lng: -77.364664), Route carried "on" structure: City street , Year Built: 1902, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 26 (year 2023), Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: HARDER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $264,000, Total Project Cost: $657,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 221807, Location: IN WOODHULL (Lat: 42.080161, Lng: -77.408792), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,529 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2026), Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: COUNTY ROAD 129 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 56.2 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $189,000, Total Project Cost: $506,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333423, Location: IN WOODHULL (Lat: 42.077211, Lng: -77.413792), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load-capacity, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 349 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 456 (year 2026), Features Intersected: S BR TUSCARORA CK, Facility Carried by Structure: COUNTY ROAD 99 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), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $190,000, Total Project Cost: $509,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333424, Location: 15 MI SW OF JCT417 &CR100 (Lat: 42.058322, Lng: -77.317714), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 523 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 684 (year 2023), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: COUNTY ROAD 100 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $190,000, Total Project Cost: $509,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333426, Location: 2.3 MILES W OF FREEMAN (Lat: 42.057614, Lng: -77.317794), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 523 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 684 (year 2023), Design Load: HS 25, Features Intersected: ELK CREEK, Facility Carried by Structure: COUNTY ROAD 100 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum 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: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $236,000, Total Project Cost: $634,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333427, Location: IN HEDGESVILLE (Lat: 42.137286, Lng: -77.412333), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 340 (year 1995), Truck Traffic: 9%, Average Future Daily Traffic: 445 (year 2015), Design Load: HS 20+Mod, Features Intersected: N BR TUSCARORA CK, Facility Carried by Structure: COUNTY ROAD 102 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $167,000, Total Project Cost: $447,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333428, Location: 1.1 MILES SW OF WOODHULL (Lat: 42.071475, Lng: -77.429992), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 376 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 492 (year 2026), Design Load: HS 20, Features Intersected: S B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 22.5m (73.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.0 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: Better than present minimum 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: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $312,000, Total Project Cost: $837,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 333429, Location: 1.4 MILES SW OF WOODHULL (Lat: 42.046892, Lng: -77.466319), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 397 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 519 (year 2023), Design Load: HS 20, Features Intersected: S B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 62.6 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: Equal 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: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $288,000, Total Project Cost: $773,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333457, Location: 2.7 MI SW OF BORDEN (Lat: 42.002725, Lng: -77.340942), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 119 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 156 (year 2026), Design Load: HS 20, Features Intersected: CAMP BROOK, Facility Carried by Structure: COUNTY ROAD 127 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333458, Location: 2.2 MI SW OF BORDEN (Lat: 42.007411, Lng: -77.346619), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 119 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 156 (year 2026), Design Load: HS 20, Features Intersected: CAMP BROOK, Facility Carried by Structure: COUNTY ROAD 127 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333459, Location: 1.3 MILES SW OF BORDEN (Lat: 42.016597, Lng: -77.354856), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 119 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 156 (year 2026), Design Load: HS 20, Features Intersected: CAMP BROOK, Facility Carried by Structure: COUNTY ROAD 127 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 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: 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333461, Location: IN WOODHULL (Lat: 42.076403, Lng: -77.406689), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 241 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 315 (year 2026), Design Load: HS 25, Features Intersected: S BR TUSCARORA CK, Facility Carried by Structure: COUNTY ROAD 129 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $289,000, Total Project Cost: $775,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333462, Location: 1.5 MILES E OF WOODHULL (Lat: 42.075692, Lng: -77.379239), Route carried "on" structure: County highway , Year Built: 1926, Year Reconstructed: 1990, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 241 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 315 (year 2026), Design Load: HS 20, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: COUNTY ROAD 129 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 86.2 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: Somewhat better than minimum adequacy, 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: June 2007, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,061,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Woodhull, NY, New York, All US cities.
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