 |
 |
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: $146,648,000 Total average daily traffic: 1,459,190 Total average daily truck traffic: 55,002 National Bridge Inventory (NBI) Registered Bridges for Henrietta
No street view available for this location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 101153, Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508, Lng: -77.658081), Route carried "on" structure: US 15, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 21,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 29,400 (year 2029), Design Load: H 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.663, 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: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $10,331,000, Roadway Improvement Cost: $970,000, Total Project Cost: $11,301,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 23,400 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 32,760 (year 2028), Design Load: HS 25, Features Intersected: RED CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.991, 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: Good, Operating Rating: 64.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $354,000, Total Project Cost: $958,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 10,800 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 15,120 (year 2025), Design Load: HS 20, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.371, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, 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: Satisfactory, 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 10, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $190,000, Total Project Cost: $515,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 24,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 24,745 (year 2031), Design Load: HS 20, Features Intersected: RED CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, 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: Satisfactory, 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 11, Bridge Improvement Cost: $7,199,000, Roadway Improvement Cost: $4,216,000, Total Project Cost: $11,415,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Other Coated Reinforcing Find on map >> Show street view
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: 5,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 7,980 (year 2029), Design Load: HS 20, Features Intersected: GENESEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, 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: April 11, Underwater Inspection Date: August 2009, Bridge Improvement Cost: $3,285,000, Roadway Improvement Cost: $1,924,000, Total Project Cost: $5,209,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 106907, Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026689, Lng: -77.655436), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 1,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,061 (year 2031), Design Load: HS 20, Features Intersected: RTE I390, Facility Carried by Structure: MARTIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, 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: Satisfactory, 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: March 10, Bridge Improvement Cost: $10,578,000, Roadway Improvement Cost: $6,194,000, Total Project Cost: $16,772,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 3,800 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 5,320 (year 2029), Design Load: H 20, Features Intersected: RTE I390, Facility Carried by Structure: ERIE STATION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, 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-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 24,600 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 34,440 (year 2024), Design Load: HS 20+Mod, Features Intersected: RTE I390, Facility Carried by Structure: HYLAN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $4,054,000, Roadway Improvement Cost: $2,374,000, Total Project Cost: $6,428,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 26,350 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: LV AVON & LKVILLE, RED C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.861, 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-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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 11, Bridge Improvement Cost: $5,892,000, Roadway Improvement Cost: $3,450,000, Total Project Cost: $9,342,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 28,600 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: LV AVON & LKVILLE, RED C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.977, 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-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: July 11, Bridge Improvement Cost: $5,395,000, Roadway Improvement Cost: $3,159,000, Total Project Cost: $8,554,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 26,350 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: CALKINS RD-CR 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.250, 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: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 79.1 metric tons, Inventory Rating: 32.6 metric tons, 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: March 11, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $187,000, Total Project Cost: $506,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 28,600 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: CALKINS RD-CR 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.414, 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: 71.7 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: March 11, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $58,000, Total Project Cost: $157,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 39,225 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 253 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.172, 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: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $1,284,000, Roadway Improvement Cost: $752,000, Total Project Cost: $2,036,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 28,600 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 59,696 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 253 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.288, 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: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 11, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $116,000, Total Project Cost: $314,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 5%, Average Future Daily Traffic: 13,258 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I390, RAMP TF 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-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 11, Bridge Improvement Cost: $1,302,000, Roadway Improvement Cost: $762,000, Total Project Cost: $2,064,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 39,225 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 41,392 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.820, 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-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: 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: 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: July 11, Bridge Improvement Cost: $6,704,000, Roadway Improvement Cost: $629,000, Total Project Cost: $7,333,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 19,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 41,600 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.936, 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-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft) 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: 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: July 11, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $202,000, Total Project Cost: $547,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 15,900 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 22,260 (year 2029), 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: 4.216, 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: Fair, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $10,248,000, Roadway Improvement Cost: $6,001,000, Total Project Cost: $16,249,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 88,227 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 80,600 (year 2031), Design Load: HS 20, Features Intersected: RTE 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.693, 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-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: 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: High priority of corrective action, 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 11, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $115,000, Total Project Cost: $312,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 12%, Average Future Daily Traffic: 81,016 (year 2031), Design Load: HS 20, Features Intersected: RTE 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.825, 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-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: 88.9 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: Better than 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $114,000, Total Project Cost: $308,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 20,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 28,700 (year 2029), Design Load: HS 20, Features Intersected: RTE I390 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.683, 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: Poor, 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: 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: July 11, Bridge Improvement Cost: $4,979,000, Roadway Improvement Cost: $2,916,000, Total Project Cost: $7,895,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 227006, Location: IN RIDGELAND (Lat: 43.092556, Lng: -77.614306), 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: 5%, Average Future Daily Traffic: 3,920 (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: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 11, Bridge Improvement Cost: $765,000, Roadway Improvement Cost: $448,000, Total Project Cost: $1,213,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 14,200 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 19,880 (year 2029), Design Load: HS 20, Features Intersected: RED CREEK, Facility Carried by Structure: CALKINS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.319, 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: Good, 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 10, Bridge Improvement Cost: $3,184,000, Roadway Improvement Cost: $1,865,000, Total Project Cost: $5,049,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 15,900 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 22,260 (year 2029), Design Load: HS 20, Features Intersected: ALLEN CREEK, Facility Carried by Structure: BRIGHTN HEN TL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, 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: Good, Operating Rating: 75.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum 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 10, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $610,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 24,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 25,250 (year 2031), Design Load: H 20, Features Intersected: ALLENS CREEK, Facility Carried by Structure: SOUTH WINTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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 11, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $138,000, Total Project Cost: $374,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 7,800 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 8,316 (year 2031), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: EDGEWOOD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, 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: 95.3 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: July 10, Bridge Improvement Cost: $2,064,000, Roadway Improvement Cost: $1,209,000, Total Project Cost: $3,273,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 2010, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 26,400 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 27,456 (year 2031), Design Load: HS 20, Features Intersected: Livonia, Avon & L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.616, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 25.6m (84.0ft), Skew: 26 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-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 37.6m (123.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $13,000, Total Project Cost: $36,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 29,000 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 30,160 (year 2031), Design Load: HS 20, Features Intersected: LEHIGH VRR ABAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.301, 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: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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 10, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $267,000, Total Project Cost: $723,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 1993, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 425 (year 1977), Truck Traffic: 10%, Average Future Daily Traffic: 595 (year 1997), Design Load: HS 20+Mod, 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, 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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 minimum criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $1,311,000, Roadway Improvement Cost: $768,000, Total Project Cost: $2,079,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 4,100 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 4,428 (year 2031), Design Load: HS 25, Features Intersected: RTE I90, Facility Carried by Structure: MIDDLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, 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 10, Bridge Improvement Cost: $7,430,000, Roadway Improvement Cost: $4,351,000, Total Project Cost: $11,781,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 11.25m (36.91ft), Average Daily Traffic: 4,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 6,300 (year 2029), Design Load: HS 20, Features Intersected: RTE I90, Facility Carried by Structure: PINNACLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.227, 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-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: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $7,600,000, Roadway Improvement Cost: $4,451,000, Total Project Cost: $12,051,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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, Year Reconstructed: 2011, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 4,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 6,160 (year 2029), 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: 12.679, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), 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: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $283,000, Total Project Cost: $767,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
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: 14,200 (year 1973), Features Intersected: RTE I90, Facility Carried by Structure: RTE 15 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 583.697, Lanes on structure: 4, Lanes under structure: 6, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >> Show street view
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: 20,900 (year 1990), Features Intersected: RTE I90, Facility Carried by Structure: RTE 15A Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.1m (144.7ft) Find on map >> Show street view
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: 35,274 (year 2002), Features Intersected: RTE I390, Facility Carried by Structure: MARTIN ROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 171.294, 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 >> Show street view
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: 35,274 (year 2002), Features Intersected: RTE I390, Facility Carried by Structure: ERIE STATION ROAD Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 173.048, 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 >> Show street view
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: 60,213 (year 2002), Features Intersected: RTE I390, Facility Carried by Structure: HYLAN DRIVE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 177.634, 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 >> Show street view
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: 14,200 (year 2009), Truck Traffic: 4%, 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 >> Show street view
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: 14,200 (year 2009), Truck Traffic: 4%, Features Intersected: CALKINS RD-CR 39, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.837, 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 >> Show street view
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), Features Intersected: RTE 253, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 171.359, 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 >> Show street view
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), Features Intersected: RTE 253, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 171.359, 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 >> Show street view
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: 35,274 (year 2002), Features Intersected: RTE I390, RAMP TF TO 390, Facility Carried by Structure: RAMP TO THRUWAY Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 17.419, 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 >> Show street view
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), Features Intersected: RTE I390, RAMP TF 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 >> Show street view
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: 45,000 (year 1981), Features Intersected: RTE I90 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 582.925, 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 >> Show street view
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: 45,000 (year 1981), Features Intersected: RTE I90 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 582.876, 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 >> Show street view
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: 88,227 (year 2002), Features Intersected: RTE I390, Facility Carried by Structure: BRIGH/HENR-T L RD Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 179.709, 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 >> Show street view
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: 33,684 (year 2002), Features Intersected: RTE 252, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 175.381, 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 >> Show street view
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: 33,684 (year 2002), Features Intersected: RTE 252, Facility Carried by Structure: RTE I390 Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 175.381, 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 >> Show street view
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: 88,227 (year 2002), Features Intersected: RTE I390, Facility Carried by Structure: RTE 15A Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 179.243, 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 >> Show street view
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: 13,246 (year 1977), Features Intersected: RTE I90, Facility Carried by Structure: THWY RAMP EXIT 46 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 583.166, Lanes on structure: 2, Lanes under structure: 5, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >> Show street view
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: 13,246 (year 1977), Features Intersected: RTE I90, Facility Carried by Structure: MIDDLE ROAD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 582.651, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Discuss this city on our hugely popular New York forum Back to: Henrietta, NY, New York, All US cities.
|
 |
