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Bridge Statistics for Niagara, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Niagara, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 85 meters (279ft) Total costs: $17,787,000 Total average daily traffic: 310,197 Total average daily truck traffic: 35,877 National Bridge Inventory (NBI) Registered Bridges for Niagara
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "on" structure: Interstate 190, Year Built: 1961, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 32,181 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 48,217 (year 2025), Features Intersected: RTE 31, WITMER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.804, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Operating Rating: 82.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,020,000, Roadway Improvement Cost: $1,172,000, Total Project Cost: $3,192,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 102147, Location: 0.1 MI W JCT RTS 31 & 265 (Lat: 43.129958, Lng: -79.009672), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 13,152 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 16,009 (year 2025), Design Load: HS 25, Features Intersected: GILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.908, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 78.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $142,000, Total Project Cost: $381,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1039571, Location: JCT RTS 190I & 182 (Lat: 43.107853, Lng: -78.992117), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 46,981 (year 2022), Features Intersected: RTE 182 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Lanes under structure: 4, 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: 3, Length of Maximum Span: 31.0m (101.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $133,000, Total Project Cost: $356,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1039572, Location: JCT RTS 190I & 182 (Lat: 43.107917, Lng: -78.991583), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 46,981 (year 2022), Features Intersected: RTE 182 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $133,000, Total Project Cost: $356,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 103958, Location: 0.8 MI W JCT RTS 182 & 62 (Lat: 43.100817, Lng: -78.957536), Route carried "on" structure: State highway 182, Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,025 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,985 (year 2027), Design Load: HS 25, Features Intersected: CAYUGA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.817, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 18.8m (61.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $326,000, Total Project Cost: $873,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1039681, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106822, Lng: -78.989422), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 46,981 (year 2022), Design Load: HS 20, Features Intersected: PACKARD RD CR82 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.228, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,987,000, Roadway Improvement Cost: $1,182,000, Total Project Cost: $3,169,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1039682, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106986, Lng: -78.989094), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 46,981 (year 2022), Design Load: HS 20, Features Intersected: PACKARD RD CR82 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.228, 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: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,987,000, Roadway Improvement Cost: $1,182,000, Total Project Cost: $3,169,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221355, Location: 1.8 MI NE OFNIAGARA FALLS (Lat: 43.125903, Lng: -78.950911), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 2007, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 3,114 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 3,880 (year 2026), Design Load: HS 25, Features Intersected: CSXT/ATK/NS & D&H, Facility Carried by Structure: TUSCARORA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 60.3 metric tons, Inventory Rating: 24.2 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $129,000, Total Project Cost: $347,000 ( 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: 332927, Location: 2.5 MI NE OF NIAGARA FLLS (Lat: 43.122403, Lng: -78.973031), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 4,455 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,023 (year 2026), Design Load: HS 25, Features Intersected: CSX TRANS/ AMTRAK, Facility Carried by Structure: LOCKPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,762,000, Roadway Improvement Cost: $2,182,000, Total Project Cost: $5,944,000 ( 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: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "under" structure: State highway 31, Year Built: 1961, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 9,613 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 31, WITMER ROAD, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 9,355 (year 1992), Truck Traffic: 6%, Features Intersected: RTE 31, WITMER ROAD, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 323.618, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 1039571, Location: JCT RTS 190I & 182 (Lat: 43.107853, Lng: -78.992117), Route carried "under" structure: State highway 182, Year Built: 1964, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 15,919 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 182, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.547, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft) Find on map >>
Structure Number: 1039572, Location: JCT RTS 190I & 182 (Lat: 43.107917, Lng: -78.991583), Route carried "under" structure: State highway 182, Year Built: 1964, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 12,928 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 182, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.579, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 1039681, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106822, Lng: -78.989422), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 11,930 (year 1977), Truck Traffic: 6%, Features Intersected: PACKARD RD CR82, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft) Find on map >>
Structure Number: 1039682, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106986, Lng: -78.989094), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,930 (year 1977), Truck Traffic: 6%, Features Intersected: PACKARD RD CR82, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft) Find on map >>
Structure Number: 7043881, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118733, Lng: -78.996094), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 16,957 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 3.669, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 7043881, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118733, Lng: -78.996094), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 7043882, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118750, Lng: -78.995939), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 16,957 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 3.652, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 7043882, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118750, Lng: -78.995939), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 7043883, Location: 2.5 MI N JCT RTS 265 & 62 (Lat: 43.118653, Lng: -78.995878), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 16,957 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 3.652, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 7043883, Location: 2.5 MI N JCT RTS 265 & 62 (Lat: 43.118653, Lng: -78.995878), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft) Discuss this city on our hugely popular New York forum Back to: Niagara, NY, New York, All US cities.
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