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Bridge Statistics for Van Buren, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Van Buren, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 48 Total length: 265 meters (869ft) Total costs: $71,175,000 Total average daily traffic: 560,088 Total average daily truck traffic: 85,520 National Bridge Inventory (NBI) Registered Bridges for Van Buren
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1053691, Location: JCT OF RTS I-690 SB + 31 (Lat: 43.151258, Lng: -76.357147), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 8,559 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,983 (year 2027), Design Load: HS 20, Features Intersected: RTE 31 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.249, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.5 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.29m (14.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,722,000, Roadway Improvement Cost: $1,024,000, Total Project Cost: $2,746,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1053692, Location: JCT OF RTS I-690 NB + 31 (Lat: 43.151272, Lng: -76.356608), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 10,178 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 14,249 (year 2026), Design Load: HS 20, Features Intersected: RTE 31 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.801, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.5 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.29m (14.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,722,000, Roadway Improvement Cost: $1,024,000, Total Project Cost: $2,746,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1053711, Location: JCT OF RTS 690 SB + 370 (Lat: 43.163083, Lng: -76.363761), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 19,399 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 27,159 (year 2024), Design Load: HS 20, Features Intersected: RTE 370 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.378, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,015,000, Roadway Improvement Cost: $604,000, Total Project Cost: $1,619,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1053712, Location: JCT OF RTS 690 NB + 370 (Lat: 43.163100, Lng: -76.363547), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 5,762 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 8,067 (year 2022), Design Load: HS 20, Features Intersected: RTE 370 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.378, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Fair, 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,015,000, Roadway Improvement Cost: $604,000, Total Project Cost: $1,619,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1061731, Location: EXIT 4 OF I690 (Lat: 43.112792, Lng: -76.267369), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 15,309 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 21,433 (year 2022), Design Load: HS 20, Features Intersected: JN GLN RMP E-CR81 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 1061732, Location: .1 MI NW JCT I690 NB & I9 (Lat: 43.112903, Lng: -76.267236), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 15,309 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 21,433 (year 2022), Design Load: HS 20, Features Intersected: JOHN GLENN RAMP E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 1061741, Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113119, Lng: -76.270031), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 15,309 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 21,433 (year 2022), Design Load: HS 20, Features Intersected: JOHN GLENN RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.704, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.74m (12.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 1061742, Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113317, Lng: -76.270089), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 15,309 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 21,433 (year 2022), Design Load: HS 20, Features Intersected: JOHN GLENN RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.704, Lanes on structure: 3, Lanes under structure: 2, 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: 35.9m (117.8ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.74m (12.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 1061751, Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111764, Lng: -76.286144), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 22,592 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 31,629 (year 2022), Design Load: HS 20, Features Intersected: JONES RD - CR 28 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 1061752, Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111986, Lng: -76.286119), Route carried "on" structure: Interstate 690, Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 22,592 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 31,629 (year 2022), Design Load: HS 20, Features Intersected: JONES RD - CR 28 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.438, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 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: Better than 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $1,012,000, Total Project Cost: $2,714,000 ( 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: 106179, Location: .1 MI N JCT I690 & I90 (Lat: 43.112928, Lng: -76.269961), Route carried "on" structure: Ramp State highway 690, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,018 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 4,323 (year 2023), Design Load: HS 20, Features Intersected: JOHN GLENN RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.348, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,184,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 106181, Location: 3.5 MI NW JCT I690 & I90 (Lat: 43.129117, Lng: -76.319367), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,184 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 7,258 (year 2020), Design Load: HS 20, Features Intersected: RTE 690, Facility Carried by Structure: VAN BUREN RD 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: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,184,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 106182, Location: 4.5 MI NW JCT SH 690 & I9 (Lat: 43.137294, Lng: -76.335050), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 1,295 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 1,813 (year 2019), Design Load: HS 20, Features Intersected: RTE 690, Facility Carried by Structure: CANTON ST 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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Very good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,184,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 107315, Location: 0.3MI E INTRCH 39 OVR 90I (Lat: 43.111325, Lng: -76.264939), Route carried "on" structure: Ramp Other road , Year Built: 1987, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 7,812 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 11,271 (year 2022), Design Load: HS 20, Features Intersected: RTE I90, Facility Carried by Structure: FR.RTE 48 TO 690I 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: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 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 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: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,191,000, Roadway Improvement Cost: $1,271,000, Total Project Cost: $3,462,000 ( 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: 107316, Location: 1M W.RT48&690I OVER 690I (Lat: 43.113042, Lng: -76.290358), Route carried "on" structure: Ramp Other road , Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 9,190 (year 2000), Truck Traffic: 20%, Average Future Daily Traffic: 13,259 (year 2020), Design Load: HS 20, Features Intersected: RTE I690, Facility Carried by Structure: TOLL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 96.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,634,000, Roadway Improvement Cost: $1,528,000, Total Project Cost: $4,162,000 ( 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: 331296, Location: 3 MI EAST BALDWINSVILLE (Lat: 43.150539, Lng: -76.377275), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 855 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 1,074 (year 2023), Design Load: HS 20, Features Intersected: DEAD CREEK, Facility Carried by Structure: CR272 W DEADCK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $207,000, Total Project Cost: $555,000 ( 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: 331322, Location: .5 MI SE JCT SH 173 & I90 (Lat: 43.085172, Lng: -76.329172), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 12,284 (year 1994), Truck Traffic: 9%, Average Future Daily Traffic: 15,165 (year 2014), Design Load: HS 25, Features Intersected: CSX TRANS/AMTRAK, Facility Carried by Structure: Ramp Interstate 3 173 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.749, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 71.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $461,000, Total Project Cost: $1,237,000 ( 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: 336151, Location: 4.5MI NE JORDAN NEAR RT31 (Lat: 43.096331, Lng: -76.388453), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,634 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 2,017 (year 2019), Features Intersected: DEAD CREEK, Facility Carried by Structure: CR204 IONIA CRNS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $309,000, Total Project Cost: $770,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4053701, Location: 1.7 MI W SH 48 & CANAL (Lat: 43.161575, Lng: -76.363008), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 8,559 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,983 (year 2027), Design Load: HS 20, Features Intersected: ERIE CANAL/SEN RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 74.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $1,756,000, Total Project Cost: $4,784,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4053702, Location: 1.7 MI W SH 48 & CANAL (Lat: 43.161700, Lng: -76.362728), Route carried "on" structure: State highway 690, Year Built: 1969, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 8,559 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,983 (year 2027), Design Load: HS 20, Features Intersected: ERIE CANAL/SEN RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 74.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $1,756,000, Total Project Cost: $4,784,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 503914, Location: .3 MI NW OF WARNERS (Lat: 43.088556, Lng: -76.338178), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 3,027 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 3,737 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: Warners Rd Rte173 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.935, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), 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: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,343,000, Roadway Improvement Cost: $1,359,000, Total Project Cost: $3,702,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551024, Location: .7M WEST OF EXIT 39 TOLL (Lat: 43.106789, Lng: -76.288894), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,990 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 5,586 (year 2019), Design Load: HS 25, Features Intersected: RTE I90, Facility Carried by Structure: VAN BUREN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 93.4 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 desirable criteria, 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: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $3,120,000, Roadway Improvement Cost: $2,125,000, Total Project Cost: $5,245,000 ( 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: 551025, Location: 3.5MI W INT 39 ON I90 (Lat: 43.089458, Lng: -76.329633), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 2,430 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 2,803 (year 2023), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: CANTON STREET 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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 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: Equal to present minimum criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $1,131,000, Total Project Cost: $3,032,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551026, Location: 0.5 MI N OF MEMPHIS (Lat: 43.089594, Lng: -76.377781), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1981, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 902 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 1,114 (year 2023), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: BENNETTS CRNRS 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: 10.0m (32.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.52m (24.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $1,131,000, Total Project Cost: $3,032,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 552334, Location: OVER 90I AT INTRCH.39 (Lat: 43.106728, Lng: -76.287989), Route carried "on" structure: Ramp Other road , Year Built: 1987, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,317 (year 2003), Truck Traffic: 20%, Average Future Daily Traffic: 7,671 (year 2023), Design Load: HS 20, Features Intersected: RTE I90, EXIT 39 EB RAMP, Facility Carried by Structure: EXIT 39 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,482,000, Roadway Improvement Cost: $1,440,000, Total Project Cost: $3,922,000 ( 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: 552335, Location: 1M W.RT48&690I ON JONS RD (Lat: 43.108856, Lng: -76.288225), Route carried "on" structure: Ramp County highway , Year Built: 1987, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,542 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 4,959 (year 2025), Design Load: HS 20, Features Intersected: JONES ROAD, Facility Carried by Structure: INTERCHANGE #39 R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 21 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-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Very good, Superstructure: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,482,000, Roadway Improvement Cost: $1,440,000, Total Project Cost: $3,922,000 ( 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: 1053691, Location: JCT OF RTS I-690 SB + 31 (Lat: 43.151258, Lng: -76.357147), Route carried "under" structure: State highway 31, Year Built: 1969, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,395 (year 2006), Truck Traffic: 5%, Features Intersected: RTE 31, Facility Carried by Structure: RTE 690 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.852, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 1053692, Location: JCT OF RTS I-690 NB + 31 (Lat: 43.151272, Lng: -76.356608), Route carried "under" structure: State highway 31, Year Built: 1969, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,395 (year 2006), Truck Traffic: 5%, Features Intersected: RTE 31, Facility Carried by Structure: RTE 690 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 18.536, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 1053711, Location: JCT OF RTS 690 SB + 370 (Lat: 43.163083, Lng: -76.363761), Route carried "under" structure: State highway 370, Year Built: 1969, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 8,118 (year 2006), Truck Traffic: 6%, Features Intersected: RTE 370, Facility Carried by Structure: RTE 690 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 9.364, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft) Find on map >>
Structure Number: 1053712, Location: JCT OF RTS 690 NB + 370 (Lat: 43.163100, Lng: -76.363547), Route carried "under" structure: State highway 370, Year Built: 1969, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 8,118 (year 2006), Truck Traffic: 6%, Features Intersected: RTE 370, Facility Carried by Structure: RTE 690 Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.938, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft) Find on map >>
Structure Number: 1061731, Location: EXIT 4 OF I690 (Lat: 43.112792, Lng: -76.267369), Route carried "under" structure: Ramp County highway , Year Built: 1971, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,550 (year 1975), Truck Traffic: 7%, Features Intersected: JN GLN RMP E-CR81, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 173.772, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft) Find on map >>
Structure Number: 1061732, Location: .1 MI NW JCT I690 NB & I9 (Lat: 43.112903, Lng: -76.267236), Route carried "under" structure: Ramp County highway , Year Built: 1971, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,550 (year 1975), Truck Traffic: 7%, Features Intersected: JOHN GLENN RAMP E, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 173.772, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.7m (100.7ft) Find on map >>
Structure Number: 1061741, Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113119, Lng: -76.270031), Route carried "under" structure: Ramp Other road , Year Built: 1971, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 4,750 (year 1975), Truck Traffic: 7%, Features Intersected: JOHN GLENN RAMP F, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft) Find on map >>
Structure Number: 1061742, Location: BETWEEN EXITS 3 & 4 - I69 (Lat: 43.113317, Lng: -76.270089), Route carried "under" structure: Ramp Other road , Year Built: 1971, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 4,750 (year 1975), Truck Traffic: 7%, Features Intersected: JOHN GLENN RAMP F, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft) Find on map >>
Structure Number: 1061751, Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111764, Lng: -76.286144), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,542 (year 2005), Truck Traffic: 4%, Features Intersected: JONES RD - CR 28, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 1061752, Location: BETWEEN EXITS 1 & 2- I690 (Lat: 43.111986, Lng: -76.286119), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,542 (year 2005), Truck Traffic: 4%, Features Intersected: JONES RD - CR 28, Facility Carried by Structure: RTE I690 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 106179, Location: .1 MI N JCT I690 & I90 (Lat: 43.112928, Lng: -76.269961), Route carried "under" structure: Ramp County highway , Year Built: 1971, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 4,750 (year 1975), Truck Traffic: 7%, Features Intersected: JOHN GLENN RAMP F, Facility Carried by Structure: RTE 690 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 106181, Location: 3.5 MI NW JCT I690 & I90 (Lat: 43.129117, Lng: -76.319367), Route carried "under" structure: State highway 690, Year Built: 1971, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 20,355 (year 2006), Truck Traffic: 7%, Features Intersected: RTE 690, Facility Carried by Structure: VAN BUREN RD Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 3.073, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 106182, Location: 4.5 MI NW JCT SH 690 & I9 (Lat: 43.137294, Lng: -76.335050), Route carried "under" structure: State highway 690, Year Built: 1971, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 20,355 (year 2006), Truck Traffic: 7%, Features Intersected: RTE 690, Facility Carried by Structure: CANTON ST Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.553, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft) Find on map >>
Structure Number: 107315, Location: 0.3MI E INTRCH 39 OVR 90I (Lat: 43.111325, Lng: -76.264939), Route carried "under" structure: Interstate 90, Year Built: 1987, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 32,044 (year 2006), Truck Traffic: 20%, Features Intersected: RTE I90 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 19.388, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 107316, Location: 1M W.RT48&690I OVER 690I (Lat: 43.113042, Lng: -76.290358), Route carried "under" structure: State highway 690, Year Built: 1987, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 23,318 (year 2006), Truck Traffic: 7%, Features Intersected: RTE I690, Facility Carried by Structure: TOLL ROAD Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft) Find on map >>
Structure Number: 503914, Location: .3 MI NW OF WARNERS (Lat: 43.088556, Lng: -76.338178), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 36,236 (year 2007), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: Warners Rd Rte173 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.129, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 551024, Location: .7M WEST OF EXIT 39 TOLL (Lat: 43.106789, Lng: -76.288894), Route carried "under" structure: Interstate 90, Year Built: 1999, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 35,791 (year 2006), Truck Traffic: 20%, Features Intersected: RTE I90, Facility Carried by Structure: VAN BUREN RD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 17.731, Lanes on structure: 3, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft) Find on map >>
Structure Number: 551025, Location: 3.5MI W INT 39 ON I90 (Lat: 43.089458, Lng: -76.329633), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 36,236 (year 2007), Truck Traffic: 20%, Features Intersected: RTE I90, Facility Carried by Structure: CANTON STREET Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 13.837, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 551026, Location: 0.5 MI N OF MEMPHIS (Lat: 43.089594, Lng: -76.377781), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 36,236 (year 2007), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: BENNETTS CRNRS RD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 9.879, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 552334, Location: OVER 90I AT INTRCH.39 (Lat: 43.106728, Lng: -76.287989), Route carried "under" structure: Interstate 90, Year Built: 1987, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 35,791 (year 2006), Truck Traffic: 20%, Features Intersected: RTE I90, EXIT 39 EB RAMP, Facility Carried by Structure: EXIT 39 RAMP Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 17.796, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 552334, Location: OVER 90I AT INTRCH.39 (Lat: 43.106728, Lng: -76.287989), Route carried "under" structure: Ramp Interstate , Year Built: 1987, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 20%, Features Intersected: RTE I90, EXIT 39 EB RAMP, Facility Carried by Structure: EXIT 39 RAMP Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 465.822, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 552335, Location: 1M W.RT48&690I ON JONS RD (Lat: 43.108856, Lng: -76.288225), Route carried "under" structure: Other road , Year Built: 1987, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,850 (year 1971), Truck Traffic: 5%, Features Intersected: JONES ROAD, Facility Carried by Structure: INTERCHANGE #39 R Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft) Discuss this city on our hugely popular New York forum Back to: Van Buren, NY, New York, All US cities.
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