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Bridge Statistics for Grand Island, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Grand Island, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 31 Total length: 646 meters (2,119ft) Total costs: $58,090,000 Total average daily traffic: 419,647 Total average daily truck traffic: 55,955 National Bridge Inventory (NBI) Registered Bridges for Grand Island
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 104577, Location: INT 20 ON I-190 (Lat: 43.053517, Lng: -78.990614), Route carried "on" structure: City street 957C, Year Built: 2000, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 1,313 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,480 (year 2022), Design Load: HS 20+Mod, Features Intersected: RTE I190, 324 X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.271, Lanes on structure: 2, Lanes under structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable 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: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $676,000, Roadway Improvement Cost: $402,000, Total Project Cost: $1,078,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 1068379, Location: 0.5 MI N WHITEHAVEN RD (Lat: 43.026481, Lng: -79.011650), Route carried "on" structure: State lands road 957C, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,398 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,799 (year 2026), Design Load: HS 20, Features Intersected: BIG SIXMILE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.746, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $9,011,000, Roadway Improvement Cost: $5,228,000, Total Project Cost: $14,239,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226811, Location: HALF MILE BASELINE RD (Lat: 43.036489, Lng: -78.954353), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,161 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 5,355 (year 2025), Features Intersected: TRIB WOODS CREEK, Facility Carried by Structure: BEDELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.7 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $94,000, Total Project Cost: $252,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226812, Location: HALF MI. SOUTH WHITEHAVEN (Lat: 43.016914, Lng: -78.925561), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 671 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 836 (year 2026), Features Intersected: SPICER CREEK, Facility Carried by Structure: HARVEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Fair, Culverts: Serious, Operating Rating: 73.3 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $123,000, Total Project Cost: $329,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33265, Location: 1.6 MI N JCT SH324&B L RD (Lat: 43.048475, Lng: -78.966503), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,787 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,524 (year 2026), Design Load: HS 25, Features Intersected: TRIB WOODS CREEK, Facility Carried by Structure: BASELINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $166,000, Total Project Cost: $445,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332679, Location: 1.8 MI N JCT SH324&B L RD (Lat: 43.050000, Lng: -78.966567), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,233 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 5,448 (year 2026), Design Load: HS 25, Features Intersected: WOODS CREEK, Facility Carried by Structure: BASELINE ROAD 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 76.2 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: 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: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,796,000, Roadway Improvement Cost: $1,068,000, Total Project Cost: $2,864,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 336205, Location: 3.4 MI E OF I190 EXIT N19 (Lat: 43.022217, Lng: -78.908794), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,363 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 3,041 (year 2018), Features Intersected: SPICER CREEK, Facility Carried by Structure: WHITEHAVEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 78.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $162,000, Total Project Cost: $435,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33703, Location: .3 MI E JCT CR75&W RV PKY (Lat: 43.020858, Lng: -79.009750), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,300 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,625 (year 2024), Design Load: HS 25, Features Intersected: BIG SIX MILE CRK, Facility Carried by Structure: WHITEHAVEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 75.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $122,000, Total Project Cost: $327,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5045751, Location: INT EXIT 21 ON 190I (Lat: 43.068414, Lng: -78.990953), Route carried "on" structure: Interstate 190, Year Built: 1963, Status: Open, Structure Length: 122.92m (403.28ft), Average Daily Traffic: 26,709 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 40,018 (year 2022), Design Load: HS 20, Features Intersected: 957A/R MOSES PKWY, NIAGA Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 498.693, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 82.2m (269.7ft)), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 7, Length of Maximum Span: 121.9m (399.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 51.7 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: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 122.92m (403.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: November 1995, Bridge Improvement Cost: $2,713,000, Roadway Improvement Cost: $1,535,000, Total Project Cost: $4,248,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5045752, Location: INT EXIT 21 ON 190I (Lat: 43.068053, Lng: -78.990708), Route carried "on" structure: Interstate 190, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 122.68m (402.49ft), Average Daily Traffic: 26,709 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 40,018 (year 2022), Design Load: HS 20, Features Intersected: 957A/R MOSES PKWY, NIAGA Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 498.693, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.5m (37.7ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 82.2m (269.7ft)), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 7, Length of Maximum Span: 121.9m (399.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 122.68m (402.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: November 1995, Bridge Improvement Cost: $2,713,000, Roadway Improvement Cost: $1,535,000, Total Project Cost: $4,248,000 ( 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: 5045761, Location: 1.1 MI S INT 21 ON I-90 (Lat: 43.059303, Lng: -78.990647), Route carried "on" structure: Interstate 190, Year Built: 1963, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 22,346 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 33,481 (year 2022), Features Intersected: BURNT SHIP CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 482.813, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 84.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,575,000, Roadway Improvement Cost: $1,494,000, Total Project Cost: $4,069,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5045762, Location: 1.1 MI S INT 21 ON I-90 (Lat: 43.059294, Lng: -78.990414), Route carried "on" structure: Interstate 190, Year Built: 1935, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 26,709 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 40,018 (year 2022), Features Intersected: BURNT SHIP CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 496.924, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.2 metric tons, Inventory Rating: 23.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,800,000, Roadway Improvement Cost: $1,624,000, Total Project Cost: $4,424,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 504578, Location: 0.4 MI S INT 20 ON I-90 (Lat: 43.048569, Lng: -78.990675), Route carried "on" structure: State highway , Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 5,389 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,076 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE I190, Facility Carried by Structure: LONG ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,800,000, Roadway Improvement Cost: $1,624,000, Total Project Cost: $4,424,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 50458, Location: INT N18 ON I-90 (Lat: 43.005000, Lng: -78.948275), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 11,164 (year 1994), Truck Traffic: 6%, Average Future Daily Traffic: 12,586 (year 2014), Features Intersected: RTE I190, Facility Carried by Structure: BEAVER ISLAND PKY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.975, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), 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: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,408,000, Roadway Improvement Cost: $1,397,000, Total Project Cost: $3,805,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55117, Location: 0.3 MI W NW SANDY BEACH (Lat: 43.056642, Lng: -78.971553), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,654 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 2,061 (year 2025), Design Load: H 20, Features Intersected: WOODS CREEK, Facility Carried by Structure: EAST WEST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $920,000, Total Project Cost: $2,476,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551171, Location: 1.2 MI S JCT W R RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $920,000, Total Project Cost: $2,476,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55127, Location: 0.4 MI NW JCT I190LS PKWY (Lat: 43.007208, Lng: -78.953514), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,018 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 3,884 (year 2026), Design Load: HS 20, Features Intersected: RTE I190, Facility Carried by Structure: STALEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,077,000, Roadway Improvement Cost: $625,000, Total Project Cost: $1,702,000 ( 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: 551271, Location: 1 MI NW EXIT 18 OF I190 (Lat: 43.012169, Lng: -78.965419), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 5,346 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 6,027 (year 2018), Design Load: HS 20, Features Intersected: RTE I190, Facility Carried by Structure: BASELINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,077,000, Roadway Improvement Cost: $625,000, Total Project Cost: $1,702,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551272, Location: 2.0 MI NW JCT I190 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.82m (22.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $1,248,000, Total Project Cost: $3,398,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551627, Location: 1.3 MI S JCT WR PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $727,000, Roadway Improvement Cost: $422,000, Total Project Cost: $1,149,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104577, Location: INT 20 ON I-190 (Lat: 43.053517, Lng: -78.990614), Route carried "under" structure: Interstate 190, Year Built: 2000, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 31,697 (year 1988), Truck Traffic: 17%, Features Intersected: RTE I190, 324 X, Facility Carried by Structure: RTE 957C Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1479.749, Lanes on structure: 2, Toll: Toll bridge is a segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 104577, Location: INT 20 ON I-190 (Lat: 43.053517, Lng: -78.990614), Route carried "under" structure: State highway , Year Built: 2000, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 44,748 (year 1995), Truck Traffic: 6%, Features Intersected: RTE I190, 324 X, Facility Carried by Structure: RTE 957C Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: Toll bridge is a segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 106838, Location: JCT LOVE ROAD & S PARKWAY (Lat: 42.995792, Lng: -78.954689), Route carried "under" structure: State lands road 957B, Year Built: 1970, Structure Length: 16.79m (55.09ft), Average Daily Traffic: 9,958 (year 2006), Truck Traffic: 6%, Features Intersected: RTE 957B, Facility Carried by Structure: PEDESTRIAN BRIDGE Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.317, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft) Find on map >>
Structure Number: 5045751, Location: INT EXIT 21 ON 190I (Lat: 43.068414, Lng: -78.990953), Route carried "under" structure: Other road , Year Built: 1963, Structure Length: 122.92m (403.28ft), Average Daily Traffic: 10,660 (year 1977), Truck Traffic: 5%, Features Intersected: 957A/R MOSES PKWY, NIAGA, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 121.9m (399.9ft) Find on map >>
Structure Number: 5045752, Location: INT EXIT 21 ON 190I (Lat: 43.068053, Lng: -78.990708), Route carried "under" structure: Other road , Year Built: 1935, Structure Length: 122.68m (402.49ft), Average Daily Traffic: 10,660 (year 1977), Truck Traffic: 5%, Features Intersected: 957A/R MOSES PKWY, NIAGA, Facility Carried by Structure: RTE I190 Minimum Vertical Clearance: 4.01m (13.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Toll: Toll bridge, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 121.9m (399.9ft) Find on map >>
Structure Number: 504578, Location: 0.4 MI S INT 20 ON I-90 (Lat: 43.048569, Lng: -78.990675), Route carried "under" structure: Interstate 190, Year Built: 1954, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 19,900 (year 1971), Truck Traffic: 17%, Features Intersected: RTE I190, Facility Carried by Structure: LONG ROAD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1479.186, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 50458, Location: INT N18 ON I-90 (Lat: 43.005000, Lng: -78.948275), Route carried "under" structure: Interstate 190, Year Built: 1954, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 42,700 (year 1973), Truck Traffic: 17%, Features Intersected: RTE I190, Facility Carried by Structure: BEAVER ISLAND PKY Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 1472.975, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 55127, Location: 0.4 MI NW JCT I190LS PKWY (Lat: 43.007208, Lng: -78.953514), Route carried "under" structure: Spur Interstate 190, Year Built: 1990, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 23,400 (year 1977), Truck Traffic: 17%, Features Intersected: RTE I190, Facility Carried by Structure: STALEY ROAD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 551271, Location: 1 MI NW EXIT 18 OF I190 (Lat: 43.012169, Lng: -78.965419), Route carried "under" structure: Interstate 190, Year Built: 2000, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 23,400 (year 1977), Truck Traffic: 17%, Features Intersected: RTE I190, Facility Carried by Structure: BASELINE RD Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1474.584, Lanes on structure: 2, Lanes under structure: 4, Toll: Toll bridge is a segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 551272, Location: 2.0 MI NW JCT I190 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1475.887, Lanes on structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 551627, Location: 1.3 MI S JCT WR PKWY Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 147.769, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Discuss this city on our hugely popular New York forum Back to: Grand Island, NY, New York, All US cities.
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