 |
 |
Bridge Statistics for Chili, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chili, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 40 Total length: 201 meters (659ft) Total costs: $72,986,000 Total average daily traffic: 575,529 Total average daily truck traffic: 67,122 National Bridge Inventory (NBI) Registered Bridges for Chili
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 102308, Location: JCT RTE33A+BLACK CREEK (Lat: 43.084347, Lng: -77.815283), Route carried "on" structure: Alternate State highway 33A, Year Built: 1928, Year Reconstructed: 1973, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 3,487 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 4,579 (year 2026), Design Load: HS 20, Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.523, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $312,000, Total Project Cost: $837,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104333, Location: JCT RTE 251+BLACK CREEK (Lat: 43.088019, Lng: -77.759219), Route carried "on" structure: State highway 386, Year Built: 1931, Year Reconstructed: 1963, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 3,990 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,240 (year 2024), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $323,000, Total Project Cost: $867,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 104334, Location: 6.5 MI W OF EXIT 46-90I (Lat: 43.044250, Lng: -77.779269), Route carried "on" structure: State highway 386, Year Built: 1993, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 2,855 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,071 (year 2027), Design Load: HS 25, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 minimum criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $323,000, Total Project Cost: $867,000 ( 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: 104341, Location: JCT RTE2523 +GENESEERIVER (Lat: 43.092519, Lng: -77.680369), Route carried "on" structure: State highway 252, Year Built: 2003, Status: Open, Structure Length: 11.30m (37.07ft), Average Daily Traffic: 25,459 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 33,843 (year 2019), Design Load: HS 25, Features Intersected: GENESEE RIVER Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.400, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.9m (140.7ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 26.2m (86.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 31.8m (104.3ft), Out-to-Out Width: 37.5m (123.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Structural Evaluation: High priority of corrective action, 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: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2006, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $323,000, Total Project Cost: $867,000 ( 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: 104343, Location: .3 MI NE JCT SH252A/SH383 (Lat: 43.106411, Lng: -77.679506), Route carried "on" structure: Alternate County highway 252A, Year Built: 1935, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 7,791 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 10,231 (year 2026), Features Intersected: LITT BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $323,000, Total Project Cost: $867,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 104721, Location: .1 MI N JCT SH383 & SH252 (Lat: 43.094650, Lng: -77.679986), Route carried "on" structure: State highway 383, Year Built: 2004, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 16,127 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 21,438 (year 2026), Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.701, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Underwater Inspection Date: June 2003, Bridge Improvement Cost: $887,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,415,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1048591, Location: 0.6MI E JCT RTSI490WB+259 (Lat: 43.101511, Lng: -77.789336), Route carried "on" structure: Interstate 490, Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 13,246 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,941 (year 2025), Design Load: HS 20+Mod, Features Intersected: CSX TRANS/W SHORE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,131,000, Roadway Improvement Cost: $1,242,000, Total Project Cost: $3,373,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1048592, Location: 0.7MI E JCT RTSI490EB+259 (Lat: 43.101461, Lng: -77.788275), Route carried "on" structure: Interstate 490, Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 13,246 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,941 (year 2025), Design Load: HS 20+Mod, Features Intersected: CSX TRANS/W SHORE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $1,035,000, Total Project Cost: $2,775,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 10486, Location: 1.0MI E JCT RTSI490WB+259 (Lat: 43.107422, Lng: -77.781611), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 4,143 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,441 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE I490, Facility Carried by Structure: PAUL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $760,000, Total Project Cost: $2,038,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1048611, Location: JCT RTS I490 WB + 251 (Lat: 43.121167, Lng: -77.745592), Route carried "on" structure: Interstate 490, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 19,927 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 29,998 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE 386 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.380, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $720,000, Total Project Cost: $1,931,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing Find on map >>
Structure Number: 1048612, Location: JCT RTS I490 EB + 251 (Lat: 43.120714, Lng: -77.745683), Route carried "on" structure: Interstate 490, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,246 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,941 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE 386 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.415, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $720,000, Total Project Cost: $1,931,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing Find on map >>
Structure Number: 106062, Location: JCT RTS 259 & I490 (Lat: 43.095833, Lng: -77.798928), Route carried "on" structure: State highway 259, Year Built: 1997, Status: Open, Structure Length: 9.44m (30.97ft), Average Daily Traffic: 8,018 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 10,658 (year 2025), Design Load: HS 25, Features Intersected: RTE I490 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.44m (30.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $784,000, Total Project Cost: $2,103,000 ( 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: 1070531, Location: JCT OF RTS I390 & 383 (Lat: 43.122339, Lng: -77.647431), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 39,633 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 59,664 (year 2025), Design Load: HS 20, Features Intersected: RTE 383 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.32m (14.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,907,000, Roadway Improvement Cost: $2,267,000, Total Project Cost: $6,174,000 ( 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: 1070532, Location: JCT OF RTS I390 & 383 (Lat: 43.122219, Lng: -77.647694), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 39,633 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 59,664 (year 2025), Design Load: HS 20, Features Intersected: RTE 383 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.32m (14.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,907,000, Roadway Improvement Cost: $2,267,000, Total Project Cost: $6,174,000 ( 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: 107398, Location: .8M W INTERS RTS 259&490I (Lat: 43.108064, Lng: -77.802247), Route carried "on" structure: State highway 259, Year Built: 1989, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 8,018 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 10,658 (year 2025), Design Load: HS 20, Features Intersected: TOWN ACCESS ROAD, CSX TR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.175, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $353,000, Total Project Cost: $961,000 ( 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: 109555, Location: 1.0MI E JCT RTSI490EB+259 (Lat: 43.107422, Lng: -77.780800), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 4,143 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,441 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE I490, Facility Carried by Structure: PAUL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $760,000, Total Project Cost: $2,038,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 331743, Location: 0.5 MI SE OF WEST CHILI (Lat: 43.090239, Lng: -77.796647), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,490 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 5,896 (year 2020), Features Intersected: BLACK CREEK, Facility Carried by Structure: UNION STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 77.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,280,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331744, Location: 0.9 MI S OF CHILI (Lat: 43.091736, Lng: -77.730417), Route carried "on" structure: State highway 252, Year Built: 1951, Year Reconstructed: 1987, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 9,705 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 12,745 (year 2026), Design Load: HS 20, Features Intersected: BLACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $536,000, Total Project Cost: $1,438,000 ( 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: 331745, Location: 1 MI W ROCHESTER AIRPORT (Lat: 43.116414, Lng: -77.682967), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,357 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 7,782 (year 2019), Design Load: HS 20, Features Intersected: LITTLE BLK CREEK, Facility Carried by Structure: BEAHAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.2 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $536,000, Total Project Cost: $1,438,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331746, Location: 1 MI E OF WEST CHILI (Lat: 43.088350, Lng: -77.780083), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 430 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 595 (year 2027), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: STOTTLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 77.0 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $536,000, Total Project Cost: $1,438,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331747, Location: 1 MI EAST OF WEST CHILI (Lat: 43.089347, Lng: -77.780261), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 430 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 595 (year 2027), Features Intersected: BLACK CREEK, Facility Carried by Structure: STOTTLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,129,000, Roadway Improvement Cost: $752,000, Total Project Cost: $1,881,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335998, Location: 1.4 MI NE JCT SH259&SH33A (Lat: 43.101164, Lng: -77.773256), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,783 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,852 (year 2026), Design Load: HS 20, Features Intersected: CSX TRANS/W SHORE, Facility Carried by Structure: CHESTNUT RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $476,000, Total Project Cost: $1,276,000 ( 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: 5047209, Location: JCT SH 383 & NYS THRUWAY (Lat: 43.043406, Lng: -77.728750), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 42,582 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE 383 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.039, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Fair, Superstructure: Fair, 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 replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $3,254,000, Roadway Improvement Cost: $1,888,000, Total Project Cost: $5,142,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551054, Location: 5 MI W OF EXIT 46 90I (Lat: 43.045294, Lng: -77.749900), Route carried "on" structure: Interstate 90, Year Built: 1953, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 42,712 (year 2027), Design Load: HS 20+Mod, Features Intersected: REED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.964, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft) Condition: Culverts: Fair, Operating Rating: 78.6 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $192,000, Total Project Cost: $514,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5510551, Location: 3.9 MI W OF EXIT 46 90I (Lat: 43.043097, Lng: -77.726122), Route carried "on" structure: Interstate 90, Year Built: 1952, Year Reconstructed: 1976, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 14,143 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 21,291 (year 2027), Features Intersected: GENESEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.239, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: June 1994, Bridge Improvement Cost: $3,435,000, Roadway Improvement Cost: $1,993,000, Total Project Cost: $5,428,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5510552, Location: 3.9 MI W OF EXIT 46 90I (Lat: 43.042944, Lng: -77.726114), Route carried "on" structure: Interstate 90, Year Built: 1952, Year Reconstructed: 1976, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 14,143 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 21,291 (year 2027), Features Intersected: GENESEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.232, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: June 1994, Bridge Improvement Cost: $3,435,000, Roadway Improvement Cost: $1,993,000, Total Project Cost: $5,428,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5510591, Location: 4.2 MI W OF EXIT 46 90I (Lat: 43.044097, Lng: -77.732433), Route carried "on" structure: Interstate 90, Year Built: 2003, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,143 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 21,356 (year 2027), Design Load: HS 25, Features Intersected: Greenway Trail Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.523, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,302,000 ( 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: 5510592, Location: GENESEE VALLEY GREENWAY (Lat: 43.043922, Lng: -77.732483), Route carried "on" structure: Interstate 90, Year Built: 2004, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,143 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 21,356 (year 2027), Design Load: HS 25, Features Intersected: Greenway Trail Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.523, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,302,000 ( 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: 5510619, Location: 5 MI W OF EXIT 46 90I (Lat: 43.045322, Lng: -77.747756), Route carried "on" structure: Interstate 90, Year Built: 1952, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 42,712 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROCH & SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.664, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.5m (123.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $4,674,000, Roadway Improvement Cost: $2,712,000, Total Project Cost: $7,386,000 ( 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: 551086, Location: 7.4 MI W OF EXIT 46 90I (Lat: 43.041647, Lng: -77.795969), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1974, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 2,783 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 3,941 (year 2018), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: UNION 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: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), 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: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,577,000, Roadway Improvement Cost: $938,000, Total Project Cost: $2,515,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 104334, Location: 6.5 MI W OF EXIT 46-90I (Lat: 43.044250, Lng: -77.779269), Route carried "under" structure: Interstate 90, Year Built: 1993, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 25,887 (year 2006), Truck Traffic: 22%, Features Intersected: RTE I90, Facility Carried by Structure: RTE 386 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 10.555, 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: 33.5m (109.9ft) Find on map >>
Structure Number: 10486, Location: 1.0MI E JCT RTSI490WB+259 (Lat: 43.107422, Lng: -77.781611), Route carried "under" structure: Interstate 490, Year Built: 1963, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 26,492 (year 2005), Truck Traffic: 10%, Features Intersected: RTE I490, Facility Carried by Structure: PAUL ROAD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 17.055, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 1048611, Location: JCT RTS I490 WB + 251 (Lat: 43.121167, Lng: -77.745592), Route carried "under" structure: State highway 386, Year Built: 1963, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,925 (year 2005), Truck Traffic: 5%, Features Intersected: RTE 386, Facility Carried by Structure: RTE I490 Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 13.483, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 1048612, Location: JCT RTS I490 EB + 251 (Lat: 43.120714, Lng: -77.745683), Route carried "under" structure: State highway 386, Year Built: 1963, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 14,004 (year 2006), Truck Traffic: 5%, Features Intersected: RTE 386, Facility Carried by Structure: RTE I490 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 13.419, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 106062, Location: JCT RTS 259 & I490 (Lat: 43.095833, Lng: -77.798928), Route carried "under" structure: Interstate 490, Year Built: 1997, Structure Length: 9.44m (30.97ft), Average Daily Traffic: 26,492 (year 2005), Truck Traffic: 10%, Features Intersected: RTE I490, Facility Carried by Structure: RTE 259 Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 15.125, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft) Find on map >>
Structure Number: 1070531, Location: JCT OF RTS I390 & 383 (Lat: 43.122339, Lng: -77.647431), Route carried "under" structure: State highway 383, Year Built: 1981, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 10,438 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 383, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.145, Lanes on structure: 4, 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: 1070532, Location: JCT OF RTS I390 & 383 (Lat: 43.122219, Lng: -77.647694), Route carried "under" structure: State highway 383, Year Built: 1981, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 14,129 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 383, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 25.052, Lanes on structure: 4, 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: 109555, Location: 1.0MI E JCT RTSI490EB+259 (Lat: 43.107422, Lng: -77.780800), Route carried "under" structure: Interstate 490, Year Built: 1963, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 26,492 (year 2005), Truck Traffic: 10%, Features Intersected: RTE I490, Facility Carried by Structure: PAUL ROAD Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 17.104, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 5047209, Location: JCT SH 383 & NYS THRUWAY (Lat: 43.043406, Lng: -77.728750), Route carried "under" structure: State highway 383, Year Built: 1954, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 5,014 (year 2006), Truck Traffic: 8%, Features Intersected: RTE 383, Facility Carried by Structure: RTE I90 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 1.329, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 551086, Location: 7.4 MI W OF EXIT 46 90I (Lat: 43.041647, Lng: -77.795969), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 22%, Features Intersected: RTE I90, Facility Carried by Structure: UNION STREET Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 9.155, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Discuss this city on our hugely popular New York forum Back to: Chili, NY, New York, All US cities.
|
 |
