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Bridge Statistics for Henrietta, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Henrietta, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 342 meters (1,122ft) Total costs: $99,012,000 Total average daily traffic: 1,376,151 Total average daily truck traffic: 120,856 National Bridge Inventory (NBI) Registered Bridges for Henrietta
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 101153, Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508, Lng: -77.658081), Route carried "on" structure: State highway 15, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 21,337 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28,020 (year 2026), Design Load: H 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.705, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,406,000, Roadway Improvement Cost: $1,976,000, Total Project Cost: $5,382,000 ( 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: 101154, Location: 2.7 MI N JCT RTS 15& I490 (Lat: 43.083603, Lng: -77.638622), Route carried "on" structure: State highway 15, Year Built: 1994, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 27,733 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 36,419 (year 2025), Design Load: HS 25, Features Intersected: RED CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.369, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $944,000, Roadway Improvement Cost: $561,000, Total Project Cost: $1,505,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101162, Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047153, Lng: -77.618900), Route carried "on" structure: Alternate State highway 15A, Year Built: 1991, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 10,833 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 14,226 (year 2025), Design Load: HS 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.440, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,388,000, Roadway Improvement Cost: $805,000, Total Project Cost: $2,193,000 ( 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: 104342, Location: 0.8MI W JCT RTS 252 15 (Lat: 43.092344, Lng: -77.651786), Route carried "on" structure: State highway 252, Year Built: 1971, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 18,996 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 25,251 (year 2026), Design Load: HS 20, Features Intersected: RED CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: Latex Concrete, Deck Protection: Other Coated Reinforcing Find on map >>
Structure Number: 104344, Location: RT 253 OVER GENESEE RIVER (Lat: 43.029828, Lng: -77.723447), Route carried "on" structure: State highway 253, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 5,319 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,985 (year 2026), Design Load: HS 20, Features Intersected: GENESEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: 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: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: August 2004, 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 Find on map >>
Structure Number: 106907, Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026689, Lng: -77.655436), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 265 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 367 (year 2016), Design Load: HS 20, Features Intersected: RTE I390, Facility Carried by Structure: MARTIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,279,000, Roadway Improvement Cost: $1,290,000, Total Project Cost: $3,569,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 106908, Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040542, Lng: -77.650989), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 3,626 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 4,762 (year 2016), Design Load: H 20, Features Intersected: RTE I390, Facility Carried by Structure: ERIE STATION ROAD 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: 9.7m (31.8ft), Skew: 2 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,279,000, Roadway Improvement Cost: $1,290,000, Total Project Cost: $3,569,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 107004, Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076064, Lng: -77.626789), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 9,012 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 11,835 (year 2016), Design Load: HS 20+Mod, Features Intersected: RTE I390, Facility Carried by Structure: HYLAN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,279,000, Roadway Improvement Cost: $1,290,000, Total Project Cost: $3,569,000 ( 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: 1070051, Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072714, Lng: -77.632319), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 25,140 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 37,846 (year 2026), Design Load: HS 20+Mod, Features Intersected: LV AVON & LKVILLE, RED C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.968, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,490,000, Roadway Improvement Cost: $2,025,000, Total Project Cost: $5,515,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1070052, Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072628, Lng: -77.632181), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 25,140 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 37,846 (year 2026), Design Load: HS 20+Mod, Features Intersected: LV AVON & LKVILLE, RED C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.968, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,130,000, Roadway Improvement Cost: $1,816,000, Total Project Cost: $4,946,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1070061, Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068194, Lng: -77.636597), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 25,140 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 37,846 (year 2026), Design Load: HS 20+Mod, Features Intersected: CALKINS RD-CR 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.905, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $1,062,000, Total Project Cost: $2,847,000 ( 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: 1070062, Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068275, Lng: -77.636269), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 25,140 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 37,846 (year 2026), Design Load: HS 20+Mod, Features Intersected: CALKINS RD-CR 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.905, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $1,062,000, Total Project Cost: $2,847,000 ( 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: 1070071, Location: JCT OF RTS 390I & 253 (Lat: 43.058844, Lng: -77.641806), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 19,703 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 29,661 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE 253 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.248, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,092,000, Roadway Improvement Cost: $1,213,000, Total Project Cost: $3,305,000 ( 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: 1070072, Location: JCT OF RTS 390I & 253 (Lat: 43.058864, Lng: -77.641417), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 19,703 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 29,661 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE 253 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.248, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,092,000, Roadway Improvement Cost: $1,213,000, Total Project Cost: $3,305,000 ( 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: 1070089, Location: .3 MI N JCT I390 & I90 (Lat: 43.052514, Lng: -77.646508), Route carried "on" structure: Ramp Interstate , Year Built: 1980, Status: Open, Structure Length: 11.24m (36.88ft), Average Daily Traffic: 9,470 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 14,256 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I390, RAMP TC TO 390, Facility Carried by Structure: RAMP TO THRUWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.24m (36.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $3,911,000, Roadway Improvement Cost: $2,269,000, Total Project Cost: $6,180,000 ( 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: 1070091, Location: IN WEST HENRIETTA (Lat: 43.047886, Lng: -77.648244), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 19,703 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 29,661 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.922, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,795,000, Roadway Improvement Cost: $1,068,000, Total Project Cost: $2,863,000 ( 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: 1070092, Location: IN WEST HENRIETTA (Lat: 43.047725, Lng: -77.647972), Route carried "on" structure: Interstate 390, Year Built: 1980, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 19,703 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 29,661 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.922, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 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: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,795,000, Roadway Improvement Cost: $1,068,000, Total Project Cost: $2,863,000 ( 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: 107079, Location: 0.5 MI N JCT RTS 252&390I (Lat: 43.095189, Lng: -77.601789), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 20,268 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 26,616 (year 2022), Design Load: HS 20, Features Intersected: RTE I390, Facility Carried by Structure: BRIGH/HENR-T L RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.6m (116.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.6 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: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $3,179,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $5,023,000 ( 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: 1070811, Location: JCT OF RTS 252 & 390I (Lat: 43.087103, Lng: -77.604756), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 38,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 57,732 (year 2026), Design Load: HS 20, Features Intersected: RTE 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.643, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $3,179,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $5,023,000 ( 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: 1070812, Location: JCT OF RTS 252 & 390I (Lat: 43.087111, Lng: -77.604472), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 38,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 57,732 (year 2026), Design Load: HS 20, Features Intersected: RTE 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.643, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $3,179,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $5,023,000 ( 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: 107082, Location: JCT.OF RTS 15A & 390I (Lat: 43.084078, Lng: -77.607931), Route carried "on" structure: State highway 15A, Year Built: 1981, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 22,352 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 29,353 (year 2025), Design Load: HS 20, Features Intersected: RTE I390 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.667, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Inventory Rating: 61.7 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 desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $3,179,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $5,023,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 227006, Location: IN RIDGELAND, Route carried "on" structure: Business Other road , Year Built: 2004, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 2,800 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,993 (year 2025), Design Load: HS 25, Features Intersected: CSX TRANS/W SHORE, Facility Carried by Structure: CLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $133,000, Total Project Cost: $357,000 ( 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: 33177, Location: 2 MI NE OF 90I EXIT 45 (Lat: 43.068328, Lng: -77.630783), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 13,401 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 17,598 (year 2027), Design Load: HS 20, Features Intersected: RED CREEK, Facility Carried by Structure: CALKINS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $77,000, Total Project Cost: $206,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336804, Location: IN HENRIETTA (Lat: 43.095672, Lng: -77.588233), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,785 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 22,042 (year 2017), Design Load: HS 20, Features Intersected: ALLEN CREEK, Facility Carried by Structure: BRIGHTN HEN TL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 75.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, 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: April 2006, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $142,000, Total Project Cost: $381,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336805, Location: 1.3 MI SE I390-I590 INTCH (Lat: 43.097439, Lng: -77.581194), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 24,527 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,604 (year 2027), Design Load: H 20, Features Intersected: ALLENS CREEK, Facility Carried by Structure: SOUTH WINTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $231,000, Total Project Cost: $620,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 444308, Location: 1.3 MI W JCT BARGE C & 65 (Lat: 43.095750, Lng: -77.568600), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,992 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 5,799 (year 2020), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: EDGEWOOD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 16.4m (53.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.9m (117.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 95.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $874,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,381,000 ( 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: 5510569, Location: 1.2 MI W OF EXIT 46 90I (Lat: 43.044775, Lng: -77.680275), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 42,582 (year 2027), Design Load: HS 20, Features Intersected: A A & L RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.655, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.6m (84.0ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 37.7m (123.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5510579, Location: 0.8 MI E OF EXIT 46 90I (Lat: 43.048239, Lng: -77.635864), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 31,185 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 46,946 (year 2027), Design Load: HS 20, Features Intersected: LEHIGH VRR ABAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.326, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.2m (95.8ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 37.6m (123.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $441,000, Total Project Cost: $1,183,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55106, Location: EXIT 46 90I (Lat: 43.047569, Lng: -77.651256), Route carried "on" structure: Ramp Other road , Year Built: 1952, Year Reconstructed: 1972, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 425 (year 1977), Truck Traffic: 22%, Average Future Daily Traffic: 642 (year 1997), Features Intersected: RTE I90, Facility Carried by Structure: THWY RAMP EXIT 46 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: 14.3m (46.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,840,000, Roadway Improvement Cost: $1,095,000, Total Project Cost: $2,935,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551087, Location: 0.3 MI E OF EXIT 46 90I (Lat: 43.047839, Lng: -77.645081), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1975, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 4,693 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 6,817 (year 2026), Design Load: H 20, Features Intersected: RTE I90, Facility Carried by Structure: MIDDLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: Integral Concrete Find on map >>
Structure Number: 551088, Location: 2.3 MI E OF EXIT 46 90I (Lat: 43.047583, Lng: -77.599175), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1976, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 6,733 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,842 (year 2026), Design Load: H 20, Features Intersected: RTE I90, Facility Carried by Structure: PINNACLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 11.21m (36.78ft), 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: 55109, Location: 2.3 MI W OF EXIT 46 90I (Lat: 43.042369, Lng: -77.696097), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 6,676 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 9,346 (year 2022), Design Load: H 20, Features Intersected: RTE I90, Facility Carried by Structure: E RIVER RD C R 84 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: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,152,000, Roadway Improvement Cost: $2,055,000, Total Project Cost: $5,207,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101153, Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508, Lng: -77.658081), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: RTE 15 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 20.563, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 101162, Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047153, Lng: -77.618900), Route carried "under" structure: Interstate 90, Year Built: 1991, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 30,686 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: RTE 15A Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 23.781, 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: 44.1m (144.7ft) Find on map >>
Structure Number: 106907, Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026689, Lng: -77.655436), Route carried "under" structure: Interstate 390, Year Built: 1977, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 39,406 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: MARTIN ROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.475, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft) Find on map >>
Structure Number: 106908, Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040542, Lng: -77.650989), Route carried "under" structure: Interstate 390, Year Built: 1976, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 39,406 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: ERIE STATION ROAD Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 12.068, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft) Find on map >>
Structure Number: 107004, Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076064, Lng: -77.626789), Route carried "under" structure: Interstate 390, Year Built: 1980, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 60,736 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: HYLAN DRIVE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 16.573, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft) Find on map >>
Structure Number: 1070061, Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068194, Lng: -77.636597), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 13,401 (year 2007), Truck Traffic: 5%, Features Intersected: CALKINS RD-CR 39, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft) Find on map >>
Structure Number: 1070062, Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068275, Lng: -77.636269), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 13,401 (year 2007), Truck Traffic: 5%, Features Intersected: CALKINS RD-CR 39, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft) Find on map >>
Structure Number: 1070071, Location: JCT OF RTS 390I & 253 (Lat: 43.058844, Lng: -77.641806), Route carried "under" structure: State highway 253, Year Built: 1980, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 21,239 (year 2002), Truck Traffic: 5%, Features Intersected: RTE 253, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 10.459, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft) Find on map >>
Structure Number: 1070072, Location: JCT OF RTS 390I & 253 (Lat: 43.058864, Lng: -77.641417), Route carried "under" structure: State highway 253, Year Built: 1980, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 21,239 (year 2002), Truck Traffic: 5%, Features Intersected: RTE 253, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 10.491, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft) Find on map >>
Structure Number: 1070089, Location: .3 MI N JCT I390 & I90 (Lat: 43.052514, Lng: -77.646508), Route carried "under" structure: Interstate 390, Year Built: 1980, Structure Length: 11.24m (36.88ft), Average Daily Traffic: 39,406 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, RAMP TC TO 390, Facility Carried by Structure: RAMP TO THRUWAY Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 13.435, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 1070089, Location: .3 MI N JCT I390 & I90 (Lat: 43.052514, Lng: -77.646508), Route carried "under" structure: Ramp Interstate , Year Built: 1980, Structure Length: 11.24m (36.88ft), Average Daily Traffic: 4,850 (year 1996), Truck Traffic: 22%, Features Intersected: RTE I390, RAMP TC TO 390, Facility Carried by Structure: RAMP TO THRUWAY Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 1070091, Location: IN WEST HENRIETTA (Lat: 43.047886, Lng: -77.648244), Route carried "under" structure: Interstate 90, Year Built: 1980, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 30,686 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I90 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 21.368, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 1070092, Location: IN WEST HENRIETTA (Lat: 43.047725, Lng: -77.647972), Route carried "under" structure: Interstate 90, Year Built: 1980, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 30,686 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I90 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 21.384, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 107079, Location: 0.5 MI N JCT RTS 252&390I (Lat: 43.095189, Lng: -77.601789), Route carried "under" structure: Interstate 390, Year Built: 1981, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 76,699 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: BRIGH/HENR-T L RD Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 19.598, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft) Find on map >>
Structure Number: 1070811, Location: JCT OF RTS 252 & 390I (Lat: 43.087103, Lng: -77.604756), Route carried "under" structure: State highway 252, Year Built: 1981, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 29,680 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 252, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 13.709, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 1070812, Location: JCT OF RTS 252 & 390I (Lat: 43.087111, Lng: -77.604472), Route carried "under" structure: State highway 252, Year Built: 1981, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 29,680 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 252, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 13.741, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft) Find on map >>
Structure Number: 107082, Location: JCT.OF RTS 15A & 390I (Lat: 43.084078, Lng: -77.607931), Route carried "under" structure: Interstate 390, Year Built: 1981, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 76,699 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: RTE 15A Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 18.343, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 55106, Location: EXIT 46 90I (Lat: 43.047569, Lng: -77.651256), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 31,185 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: THWY RAMP EXIT 46 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 21.126, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 551087, Location: 0.3 MI E OF EXIT 46 90I (Lat: 43.047839, Lng: -77.645081), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 31,185 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: MIDDLE ROAD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 21.625, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 551088, Location: 2.3 MI E OF EXIT 46 90I (Lat: 43.047583, Lng: -77.599175), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 31,185 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: PINNACLE ROAD Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 2.539, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 55109, Location: 2.3 MI W OF EXIT 46 90I (Lat: 43.042369, Lng: -77.696097), Route carried "under" structure: Interstate 90, Year Built: 1952, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 28,286 (year 2007), Truck Traffic: 10%, Features Intersected: RTE I90, Facility Carried by Structure: E RIVER RD C R 84 Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 17.393, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 770167, Location: 0.3 MI N JCT SH15 & SH252 (Lat: 43.091864, Lng: -77.634358), Route carried "under" structure: State highway 15, Year Built: 1977, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 22,935 (year 1999), Truck Traffic: 10%, Features Intersected: RTE 15, Facility Carried by Structure: CSX TRANSPRTATION Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 178.679, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 25.2m (82.7ft) Find on map >>
Structure Number: 770181, Location: 0.4MI N JCT RTS 15A + 252 (Lat: 43.092667, Lng: -77.610989), Route carried "under" structure: State highway 15A, Year Built: 1976, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 23,704 (year 2005), Truck Traffic: 5%, Features Intersected: RTE 15A, Facility Carried by Structure: CSX TRANSPRTATION Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 18.729, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft) Find on map >>
Structure Number: 77021, Location: .5 MI NE JCT SH 15A/SH252 (Lat: 43.092953, Lng: -77.602514), Route carried "under" structure: Interstate 390, Year Built: 1981, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 76,699 (year 2006), Truck Traffic: 10%, Features Intersected: RTE I390, Facility Carried by Structure: CSX TRANSPRTATION Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 19.372, Lanes under structure: 9, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 36.5m (119.8ft) Discuss this city on our hugely popular New York forum Back to: Henrietta, NY, New York, All US cities.
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