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Bridge Statistics for De Witt, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: De Witt, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 82 Total length: 525 meters (1,722ft) Total costs: $296,657,000 Total average daily traffic: 1,346,251 Total average daily truck traffic: 221,057 National Bridge Inventory (NBI) Registered Bridges for De Witt
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1002131, Location: JCT OF I481 SB & SH 5 (Lat: 43.033536, Lng: -76.059806), Route carried "on" structure: Interstate 481, Year Built: 1971, Year Reconstructed: 1979, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 15,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,819 (year 2027), Design Load: HS 20, Features Intersected: RTE 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.279, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,931,000, Roadway Improvement Cost: $1,148,000, Total Project Cost: $3,079,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1002132, Location: JCT OF I481 NB & SH 5 (Lat: 43.033394, Lng: -76.059472), Route carried "on" structure: Interstate 481, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 15,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 21,819 (year 2027), Design Load: HS 20, Features Intersected: RTE 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.279, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $860,000, Total Project Cost: $2,306,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 100214, Location: 0.1 MI E JCT RTS 5+ I-481 (Lat: 43.032847, Lng: -76.057003), Route carried "on" structure: State highway 5, Year Built: 1962, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 46,845 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 65,583 (year 2019), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.854, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.9 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,346,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103919, Location: JCT SH 173 & SH 91 (Lat: 42.991292, Lng: -76.069622), Route carried "on" structure: State highway 173, Year Built: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,235 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,329 (year 2026), Design Load: HS 25, Features Intersected: BUTTERNUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.933, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 81.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $267,000, Total Project Cost: $716,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104444, Location: .4 MI SW JCT I481 & S.H.5 (Lat: 43.027564, Lng: -76.062317), Route carried "on" structure: Interstate 481, Year Built: 1963, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 31,169 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 43,637 (year 2027), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.2m (95.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $525,000, Total Project Cost: $1,407,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104492, Location: .1 MI E JCT SH 290 & I481 (Lat: 43.062711, Lng: -76.044281), Route carried "on" structure: State highway 290, Year Built: 1984, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 17,234 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 24,128 (year 2026), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 85.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $2,415,000, Roadway Improvement Cost: $1,401,000, Total Project Cost: $3,816,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10452, Location: .8 MI W JCT SH 298 & I90 (Lat: 43.088217, Lng: -76.107128), Route carried "on" structure: State highway 298, Year Built: 1957, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,658 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,921 (year 2027), Design Load: H 20, Features Intersected: S BR LEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.681, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.5m (96.8ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 72.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $342,000, Total Project Cost: $916,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104521, Location: JCT OF SH 298 & I90 (Lat: 43.093772, Lng: -76.078808), Route carried "on" structure: State highway 298, Year Built: 1953, Year Reconstructed: 2006, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 16,498 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 23,097 (year 2027), Design Load: H 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.161, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.4 metric tons, Inventory Rating: 23.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,947,000, Roadway Improvement Cost: $1,158,000, Total Project Cost: $3,105,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105112, Location: JCT OF I481 NB & I690 (Lat: 43.051817, Lng: -76.050075), Route carried "on" structure: Interstate 481, Year Built: 1971, Year Reconstructed: 1979, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 32,450 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 45,430 (year 2022), Design Load: HS 20, Features Intersected: PROPOSED I690 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.847, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $3,752,000, Roadway Improvement Cost: $2,176,000, Total Project Cost: $5,928,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 106465, Location: 0.7 MI N JCT RTS 481I+ 5 (Lat: 43.043381, Lng: -76.051761), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 1979, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,763 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,068 (year 2025), Design Load: HS 20, Features Intersected: RTE I481, Facility Carried by Structure: KINNE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,611,000, Roadway Improvement Cost: $958,000, Total Project Cost: $2,569,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1064691, Location: 1. MI W JCT I-690 WB+481I (Lat: 43.057225, Lng: -76.066794), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1979, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 20,242 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 28,339 (year 2022), Design Load: HS 20, Features Intersected: BRIDGE STREET N B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.369, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $6,343,000, Roadway Improvement Cost: $3,680,000, Total Project Cost: $10,023,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1064692, Location: 1. MI W JCT I-690 EB+481I (Lat: 43.057225, Lng: -76.066794), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1979, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 20,242 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 28,339 (year 2022), Design Load: HS 20, Features Intersected: BRIDGE STREET S B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.369, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $6,343,000, Roadway Improvement Cost: $3,680,000, Total Project Cost: $10,023,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1069131, Location: 1.6MI E OF JCT 81I < 481I (Lat: 43.004139, Lng: -76.103761), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 25,170 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 35,238 (year 2027), Design Load: HS 20, Features Intersected: DRIVWY TO QUARRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $268,000, Total Project Cost: $730,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1069132, Location: 1.6MI E OF JCT 81I < 481I (Lat: 43.003847, Lng: -76.103975), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 12,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,619 (year 2027), Design Load: HS 20, Features Intersected: DRIVWY TO QUARRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 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: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $268,000, Total Project Cost: $730,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1069141, Location: 2.1 MI E JCT I81 & I481 (Lat: 43.003986, Lng: -76.093289), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 18.56m (60.89ft), Average Daily Traffic: 12,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,619 (year 2027), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.7m (232.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Inventory Rating: 32.6 metric tons, 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: 18.56m (60.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $268,000, Total Project Cost: $730,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1069142, Location: 2.1 MI E JCT I81 & I481 (Lat: 43.004161, Lng: -76.092358), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 18.56m (60.89ft), Average Daily Traffic: 12,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,619 (year 2027), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.7m (232.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable 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: 18.56m (60.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $268,000, Total Project Cost: $730,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1069151, Location: 3.2MI E OF JCT 81I < 481I (Lat: 43.012303, Lng: -76.075050), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 8.77m (28.77ft), Average Daily Traffic: 12,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,619 (year 2027), Design Load: HS 20, Features Intersected: JAMESVILLE RD CR7, BUTTE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.349, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.2m (141.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.77m (28.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,534,000, Roadway Improvement Cost: $1,470,000, Total Project Cost: $4,004,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1069152, Location: 3.2MI E OF JCT 81I < 481I (Lat: 43.011575, Lng: -76.074914), Route carried "on" structure: Interstate 481, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 12,585 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,619 (year 2027), Design Load: HS 20, Features Intersected: JAMESVILLE RD CR7, BUTTE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.351, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.4 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,446,000, Roadway Improvement Cost: $1,419,000, Total Project Cost: $3,865,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 106916, Location: 3.2 MI E OF JCT 81I < 481 (Lat: 43.012150, Lng: -76.075542), Route carried "on" structure: Ramp County highway , Year Built: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,510 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 2,982 (year 2017), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: ENT. TO I481 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,206,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 106917, Location: 3.2 MI E JCT I81 & I481 (Lat: 43.010803, Lng: -76.075367), Route carried "on" structure: Ramp Interstate , Year Built: 1980, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,407 (year 1997), Truck Traffic: 20%, Average Future Daily Traffic: 3,473 (year 2017), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: EXIT FROM I481 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $250,000, Total Project Cost: $670,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107253, Location: .2 MI N JCT I90 & I481 (Lat: 43.098228, Lng: -76.053853), Route carried "on" structure: Ramp Interstate , Year Built: 1985, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 7,241 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 10,447 (year 2022), Design Load: HS 20, Features Intersected: RTE I481, Facility Carried by Structure: FROM/TO I90/I481 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $22,095,000, Roadway Improvement Cost: $12,818,000, Total Project Cost: $34,913,000 ( 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: 1072571, Location: JCT OF RTS 298 & I-481 (Lat: 43.105508, Lng: -76.053311), Route carried "on" structure: Interstate 481, Year Built: 1985, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 13,959 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 19,543 (year 2022), Design Load: HS 20, Features Intersected: RTE 298 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.573, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $22,095,000, Roadway Improvement Cost: $12,818,000, Total Project Cost: $34,913,000 ( 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: 1072572, Location: JCT OF RTS 298 & I-481 (Lat: 43.105525, Lng: -76.052978), Route carried "on" structure: Interstate 481, Year Built: 1985, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 13,959 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 19,543 (year 2022), Design Load: HS 20, Features Intersected: RTE 298 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.573, 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: 44.1m (144.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $22,095,000, Roadway Improvement Cost: $12,818,000, Total Project Cost: $34,913,000 ( 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: 1072581, Location: 1.1 MI N JCT RTS I481&298 (Lat: 43.121619, Lng: -76.048789), Route carried "on" structure: Interstate 481, Year Built: 1985, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 11,858 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 16,601 (year 2022), Design Load: HS 20, Features Intersected: TAFT ROAD CR 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.578, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $22,095,000, Roadway Improvement Cost: $12,818,000, Total Project Cost: $34,913,000 ( 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: 1072582, Location: 1.1 MI N JCT RTS I481&298 (Lat: 43.121608, Lng: -76.049078), Route carried "on" structure: Interstate 481, Year Built: 1985, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 11,858 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 16,601 (year 2022), Design Load: HS 20, Features Intersected: TAFT ROAD CR 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.578, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $22,095,000, Roadway Improvement Cost: $12,818,000, Total Project Cost: $34,913,000 ( 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: 109351, Location: 1.5 MI N JCT RTS I481SB+5 (Lat: 43.052289, Lng: -76.053522), Route carried "on" structure: Interstate 690, Year Built: 1972, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 52,858 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 74,001 (year 2022), Design Load: HS 20, Features Intersected: RTE I481 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.4m (122.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 65.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 109352, Location: 1.4 MI N JCT I481SB & SH5 (Lat: 43.054197, Lng: -76.054475), Route carried "on" structure: Ramp Interstate , Year Built: 1972, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 8,559 (year 1996), Truck Traffic: 20%, Average Future Daily Traffic: 12,349 (year 2016), Design Load: HS 20, Features Intersected: RTE I481, Facility Carried by Structure: WN LINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 109353, Location: 1.6 MI N JCT RTS I481SB+5 (Lat: 43.056250, Lng: -76.054400), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 19,511 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 28,150 (year 2022), Design Load: HS 20, Features Intersected: RTE I690 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.374, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 109354, Location: 1.6 MI N JCT RTS I-481 +5 (Lat: 43.055206, Lng: -76.052169), Route carried "on" structure: Ramp Interstate , Year Built: 1972, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 10,216 (year 1999), Truck Traffic: 20%, Average Future Daily Traffic: 14,740 (year 2019), Design Load: HS 20, Features Intersected: RTE I690, Facility Carried by Structure: I690EB-I481NBRAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 109355, Location: 1.6 MI N JCT RTS I481NB+5 (Lat: 43.052567, Lng: -76.050106), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 45,899 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 64,259 (year 2022), Design Load: HS 20, Features Intersected: W.B.CONN. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.021, Lanes on structure: 2, Lanes under structure: 4, 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: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093561, Location: JCT OF RTS I-481 SB + 290 (Lat: 43.063111, Lng: -76.052153), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 9,755 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 13,657 (year 2022), Design Load: HS 20, Features Intersected: RTE 290 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.084, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,430,000, Roadway Improvement Cost: $1,990,000, Total Project Cost: $5,420,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093562, Location: JCT OF RTS I-481 NB + 290 (Lat: 43.063108, Lng: -76.051967), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 9,755 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 13,657 (year 2022), Design Load: HS 20, Features Intersected: RTE 290 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.084, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $367,000, Total Project Cost: $1,000,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1093571, Location: .2 MI N JCT I481SB &SH290 (Lat: 43.068131, Lng: -76.053117), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 65.41m (214.60ft), Average Daily Traffic: 9,755 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 13,657 (year 2022), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.41m (214.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $367,000, Total Project Cost: $1,000,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093572, Location: .2 MI N JCT I481NB &SH290 (Lat: 43.068167, Lng: -76.052783), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 64.83m (212.70ft), Average Daily Traffic: 9,755 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 13,657 (year 2022), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.438, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.3 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.83m (212.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $367,000, Total Project Cost: $1,000,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093671, Location: .5 MI N JCT I481 SB & SH2 (Lat: 43.077592, Lng: -76.053564), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 22,949 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 32,129 (year 2022), Design Load: HS 20, Features Intersected: KIRKVILLE RD-CR53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.404, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 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: Somewhat better than minimum adequacy, Underclear: 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: October 2006, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $367,000, Total Project Cost: $1,000,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093672, Location: .5 MI N JCT I481 NB & SH2 (Lat: 43.077611, Lng: -76.053339), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 9,755 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 13,657 (year 2022), Design Load: HS 20, Features Intersected: KIRKVILLE RD-CR53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.404, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 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: Somewhat better than minimum adequacy, Underclear: 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: October 2006, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $611,000, Total Project Cost: $1,645,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1093681, Location: JCT I481 SB & I90 (Lat: 43.094394, Lng: -76.053631), Route carried "on" structure: Interstate 481, Year Built: 1972, Year Reconstructed: 1985, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 13,959 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 19,543 (year 2022), Design Load: HS 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.416, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.18m (20.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $611,000, Total Project Cost: $1,645,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1093682, Location: JCT I481 NB & I90 (Lat: 43.094622, Lng: -76.053631), Route carried "on" structure: Interstate 481, Year Built: 1972, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 13,959 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 19,543 (year 2022), Design Load: HS 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.416, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.18m (20.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $611,000, Total Project Cost: $1,645,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109625, Location: ON RAMP JCT I481 & SH 5/9 (Lat: 43.033753, Lng: -76.056167), Route carried "on" structure: Ramp Interstate , Year Built: 1963, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 13,021 (year 2000), Truck Traffic: 20%, Average Future Daily Traffic: 18,787 (year 2020), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: SH 5/92 TO I481 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 8.8m (28.9ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $498,000, Total Project Cost: $1,335,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 306466, Location: .7 MI N JCT I481 & SH 5 (Lat: 43.042914, Lng: -76.050672), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1979, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,763 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,068 (year 2025), Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: KINNE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $230,000, Total Project Cost: $616,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320799, Location: 0.8 MI N OF JAMESVILLE (Lat: 42.999147, Lng: -76.072347), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1998, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 81 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 113 (year 2020), Design Load: HS 25, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: LIMEKILN ROAD 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: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $165,000, Total Project Cost: $443,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 331268, Location: 0.9 MI NW OF JAMESVILLE (Lat: 43.003756, Lng: -76.078331), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 2,105 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 2,947 (year 2021), Design Load: HS 20, Features Intersected: NY SUSQUEHANNA& W, Facility Carried by Structure: SYRACUSE-DEWITT R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $188,000, Total Project Cost: $503,000 ( 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: 33127, Location: 0.5 MI E I481 INTERCHANGE (Lat: 43.079269, Lng: -76.042017), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 14,165 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 19,831 (year 2021), Design Load: HS 20, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: DEWITT-MANLS RD 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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 79.3 metric tons, Inventory Rating: 32.6 metric tons, 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: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $324,000, Total Project Cost: $870,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: De Witt, NY, New York, All US cities.
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