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Bridge Statistics for Erwin, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Erwin, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 44
Total length: 440 meters (1,444ft) Total costs: $148,445,000 Total average daily traffic: 476,400 Total average daily truck traffic: 34,055 National Bridge Inventory (NBI) Registered Bridges for Erwin
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 1011141, Location: JCT RTE 15 + CANISTEO R (Lat: 42.105856, Lng: -77.154533), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 7,050 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 18,048 (year 2031), Design Load: HS 20, Features Intersected: CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 10, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $408,000, Total Project Cost: $1,105,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 1011142, Location: JCT RTE 15 + CANISTEO R (Lat: 42.105878, Lng: -77.154897), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 8,300 (year 1999), Truck Traffic: 14%, Average Future Daily Traffic: 17,792 (year 2031), Design Load: HS 20, Features Intersected: CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 10, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $1,900,000, Roadway Improvement Cost: $1,113,000, Total Project Cost: $3,013,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 1011151, Location: .5 MI SW OF GANG MILLS (Lat: 42.141350, Lng: -77.116536), Route carried "on" structure: US 15U, Year Built: 2004, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,900 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 18,382 (year 2031), Design Load: HS 25, Features Intersected: RTE 417 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.699, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,109,000 ( 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: 1011152, Location: .5 MILE SW OF GANG MILLS (Lat: 42.141122, Lng: -77.116603), Route carried "on" structure: State highway 15U, Year Built: 2005, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,300 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 18,382 (year 2031), Design Load: HS 25, Features Intersected: RTE 417 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,109,000 ( 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: 101116, Location: COHOCTON R./86I RAMPS (Lat: 42.155011, Lng: -77.098158), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 18.74m (61.48ft), Average Daily Traffic: 35,742 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 50,039 (year 2020), Design Load: HS 25, Features Intersected: COHOCTON RIVER, Facility Carried by Structure: HAMILTON ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 66.0m (216.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.74m (61.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $8,198,000, Roadway Improvement Cost: $4,801,000, Total Project Cost: $12,999,000 ( 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: 101119, Location: 0.8 MI NW JCT RTS 15 + 17 (Lat: 42.165669, Lng: -77.103358), Route carried "on" structure: State highway 86, Year Built: 1959, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 30,700 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 31,108 (year 2031), Design Load: HS 20+Mod, Features Intersected: HODGMAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.281, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $302,000, Total Project Cost: $817,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1011209, Location: 1 MI NW JCT I86 & U.S.15 (Lat: 42.168417, Lng: -77.104242), Route carried "on" structure: Interstate 86, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 30,700 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 31,108 (year 2031), Design Load: HS 20+Mod, Features Intersected: B & H RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.943, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.6 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: 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: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $387,000, Total Project Cost: $1,048,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 1011219, Location: 1.2 MI NW JCT RTS 15+17 (Lat: 42.170806, Lng: -77.104908), Route carried "on" structure: State highway 86, Year Built: 2010, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 30,700 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 31,108 (year 2031), Design Load: HS 25, Features Intersected: RTE 415 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.718, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.4 metric tons, Inventory Rating: 40.8 metric tons, 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: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $2,353,000, Roadway Improvement Cost: $1,378,000, Total Project Cost: $3,731,000 ( 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: 104817, Location: 1.8 MI NW OF PAINTED POST (Lat: 42.175731, Lng: -77.121342), Route carried "on" structure: State highway 415, Year Built: 1929, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 5,200 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 7,280 (year 2029), Design Load: H 20, Features Intersected: MEADS CREEK Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 6.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 11, Critical Feature Inspection Date: November 11, Bridge Improvement Cost: $1,370,000, Roadway Improvement Cost: $802,000, Total Project Cost: $2,172,000 ( 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: 1054561, Location: .3 MI NE JCT SR15 & SR417 (Lat: 42.115225, Lng: -77.150653), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 8,900 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 18,382 (year 2031), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.580, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $1,265,000, Total Project Cost: $3,425,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 1054562, Location: .3 MI NE JCT SR15 & SR417 (Lat: 42.114978, Lng: -77.151225), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 9.32m (30.58ft), Average Daily Traffic: 8,300 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 18,382 (year 2031), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.593, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $2,960,000, Roadway Improvement Cost: $1,733,000, Total Project Cost: $4,693,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 106193, Location: 2.7 MI. EAST OF ADDISON (Lat: 42.115517, Lng: -77.183097), Route carried "on" structure: State highway 417, Year Built: 1987, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 7,600 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 10,640 (year 2030), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, COLE C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.704, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $1,453,000, Roadway Improvement Cost: $851,000, Total Project Cost: $2,304,000 ( 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: 1062041, Location: JCT RTS 15 + 417 (Lat: 42.110636, Lng: -77.153278), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 8,300 (year 1999), Truck Traffic: 14%, Average Future Daily Traffic: 18,382 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 417 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.094, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,569,000, Roadway Improvement Cost: $1,504,000, Total Project Cost: $4,073,000 ( 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: 1062042, Location: JCT RTS 15 + 417 (Lat: 42.110636, Lng: -77.152947), Route carried "on" structure: State highway 15U, Year Built: 1969, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 17,800 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 18,180 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 417 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.113, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,569,000, Roadway Improvement Cost: $1,504,000, Total Project Cost: $4,073,000 ( 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: 1064251, Location: 0.3 MI NE GANGMILLS (Lat: 42.150928, Lng: -77.103572), Route carried "on" structure: State highway 15U, Year Built: 2006, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 17,871 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 25,019 (year 2019), Design Load: HS 20+Mod, Features Intersected: R Dann EB Ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.868, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 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: 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: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $10,000, Total Project Cost: $27,000 ( 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: 1064252, Location: .3 MILE NE OF GANG MILLS (Lat: 42.150869, Lng: -77.103317), Route carried "on" structure: State highway 15U, Year Built: 2005, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 17,871 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 25,019 (year 2019), Design Load: HS 20+Mod, Features Intersected: RAMPS P & Q Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.868, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 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: Better than 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: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $654,000, Total Project Cost: $1,771,000 ( 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: 107232, Location: 3 MILES S OF GANG MILLS (Lat: 42.125031, Lng: -77.136406), Route carried "on" structure: US 15U, Year Built: 1976, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 17,800 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 18,180 (year 2031), Design Load: HS 20+Mod, Features Intersected: BEARTOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.350, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $70,000, Total Project Cost: $819,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1074, Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278, Lng: -77.095817), Route carried "on" structure: US 15, Year Built: 1989, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 25,100 (year 1987), Truck Traffic: 10%, Average Future Daily Traffic: 35,140 (year 2007), Design Load: HS 20, Features Intersected: RTE I86 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.916, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.84m (15.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $3,566,000, Roadway Improvement Cost: $2,088,000, Total Project Cost: $5,654,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 107831, Location: Exit 44 Jct US 15 & I86 (Lat: 42.153728, Lng: -77.094978), Route carried "on" structure: US , Year Built: 2005, Status: Open, Structure Length: 48.34m (158.60ft), Average Daily Traffic: 3,000 (year 2009), Average Future Daily Traffic: 4,200 (year 2029), Design Load: HS 25, Features Intersected: 86I, Facility Carried by Structure: Ramp15NB to 86IWB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 77.1m (253.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 48.34m (158.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $12,050,000, Roadway Improvement Cost: $7,056,000, Total Project Cost: $19,106,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 107832, Location: JCT SR 15 & I86 (Lat: 42.153569, Lng: -77.093958), Route carried "on" structure: Ramp US , Year Built: 2005, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 3,050 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 4,270 (year 2020), Design Load: HS 25, Features Intersected: FUTURE TOWN ROAD, COHOCT, Facility Carried by Structure: RAMP 15NBto 86IEB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 76.1m (249.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 32.00m (104.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $8,000,000, Roadway Improvement Cost: $4,685,000, Total Project Cost: $12,685,000 ( 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: 107834, Location: Steuben County (Lat: 42.154053, Lng: -77.096603), Route carried "on" structure: Ramp State highway , Year Built: 2006, Status: Open, Structure Length: 35.81m (117.49ft), Design Load: HS 25, Features Intersected: Hamilton Street, Cohocto, Facility Carried by Structure: 15 Southbound Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 83.5m (274.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 35.81m (117.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $8,528,000, Roadway Improvement Cost: $4,994,000, Total Project Cost: $13,522,000 ( 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: 107835, Location: JCT US15-I86 (Lat: 42.153953, Lng: -77.096061), Route carried "on" structure: Ramp State highway , Year Built: 2006, Status: Open, Structure Length: 8.02m (26.31ft), Design Load: HS 25, Features Intersected: 86I, Facility Carried by Structure: 86I WB to US15 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $1,999,000, Roadway Improvement Cost: $1,171,000, Total Project Cost: $3,170,000 ( 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: 107836, Location: Steuben County (Lat: 42.154189, Lng: -77.090456), Route carried "on" structure: Ramp State highway , Year Built: 2006, Status: Open, Structure Length: 22.56m (74.02ft), Design Load: HS 25, Features Intersected: Town Access Road, Cohoct, Facility Carried by Structure: US Rte15 SW Ramp Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.5m (214.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.56m (74.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $5,620,000, Roadway Improvement Cost: $3,291,000, Total Project Cost: $8,911,000 ( 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: 107838, Location: 1 mi NE Mills Gang (Lat: 42.151486, Lng: -77.104611), Route carried "on" structure: Ramp Other road , Year Built: 2008, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 8,840 (year 2031), Design Load: HS 25, Features Intersected: S.Hamilton St, Facility Carried by Structure: Ramp RDW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $465,000, Total Project Cost: $1,259,000 ( 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: 107839, Location: 1 mi NE Mills Gang (Lat: 42.151278, Lng: -77.104933), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 8,008 (year 2031), Design Load: HS 25, Features Intersected: S.Hamilton St, Facility Carried by Structure: Robert Dann Dr. Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 85.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $620,000, Total Project Cost: $1,678,000 ( 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: 221688, Location: IN COOPERS PLAINS (Lat: 42.182786, Lng: -77.150775), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1989, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 680 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 726 (year 2031), Design Load: H 20, Features Intersected: COHOCTON RIVER, Facility Carried by Structure: SMITH ROAD Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 3.813, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.8m (179.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Excellent, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 11, Critical Feature Inspection Date: October 11, Bridge Improvement Cost: $4,067,000, Roadway Improvement Cost: $2,382,000, Total Project Cost: $6,449,000 ( 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: 221689, Location: 5.3 M SW COOPERSPLAINS (Lat: 42.156169, Lng: -77.196667), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 310 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 341 (year 2031), Design Load: HS 25, Features Intersected: BEEMAN HOLLOW CRK, Facility Carried by Structure: BEEMAN HOLLOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.8 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: 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $104,000, Total Project Cost: $281,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 22169, Location: 1.0 MI NE OF ERWINS (Lat: 42.121081, Lng: -77.129547), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 550 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 594 (year 2031), Design Load: HS 25, Features Intersected: TIOGA RIVER, Facility Carried by Structure: MULHOLLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 10, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $2,125,000, Roadway Improvement Cost: $1,244,000, Total Project Cost: $3,369,000 ( 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: 221691, Location: 1.5 MI SE JCT CO RD 417 (Lat: 42.109986, Lng: -77.114836), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 550 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 594 (year 2031), Design Load: HS 20, Features Intersected: MULHOLLAND CREEK, Facility Carried by Structure: MULHOLLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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, Waterway Adequacy: Meets minimum limits, 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 11, Bridge Improvement Cost: $2,207,000, Roadway Improvement Cost: $1,292,000, Total Project Cost: $3,499,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 221692, Location: 2.7 MI S OF COOPRS PLAINS (Lat: 42.143525, Lng: -77.145519), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 560 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 784 (year 2020), Features Intersected: WEAVER HOLLOW CRK, Facility Carried by Structure: BEARTOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $632,000, Total Project Cost: $1,712,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 32558, Location: 4.0 MI SW OF CORNING (Lat: 42.106742, Lng: -77.145581), Route carried "on" structure: County highway , Year Built: 1933, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,700 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 1,804 (year 2031), Design Load: H 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 73 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 11, Critical Feature Inspection Date: August 11, Bridge Improvement Cost: $4,100,000, Roadway Improvement Cost: $2,401,000, Total Project Cost: $6,501,000 ( 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: 333414, Location: 1.6 NE OF JCT RTS 15& 417 (Lat: 42.125019, Lng: -77.128350), Route carried "on" structure: Alternate State highway 417, Year Built: 1977, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 7,400 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 10,360 (year 2029), Design Load: H 20, Features Intersected: TRIB TIOGA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.917, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $667,000, Roadway Improvement Cost: $63,000, Total Project Cost: $730,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 335956, Location: IN CORNING (Lat: 42.138972, Lng: -77.117492), Route carried "on" structure: Alternate State highway 417, Year Built: 1999, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 7,400 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 10,360 (year 2029), Design Load: HS 25, Features Intersected: NORFOLK SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 72.5m (237.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $2,205,000, Roadway Improvement Cost: $1,291,000, Total Project Cost: $3,496,000 ( 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: 33699, Location: 1 MI W OF PAINTED POST (Lat: 42.169806, Lng: -77.110608), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 29.93m (98.20ft), Average Daily Traffic: 5,040 (year 2003), Truck Traffic: 50%, Average Future Daily Traffic: 7,056 (year 2023), Design Load: HS 25, Features Intersected: COHOCTON RIVER, Facility Carried by Structure: ROBERT DANN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.93m (98.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $3,688,000, Roadway Improvement Cost: $2,160,000, Total Project Cost: $5,848,000 ( 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: 552443, Location: 2.8 MI SW PAINTED POST (Lat: 42.133400, Lng: -77.136361), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 75 (year 2000), Average Future Daily Traffic: 105 (year 2020), Features Intersected: BEARTOWN CREEK, Facility Carried by Structure: JASON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $106,000, Total Project Cost: $287,000 ( Estimate for 2011) Find on map >> Show street view
Structure Number: 1011151, Location: .5 MI SW OF GANG MILLS (Lat: 42.141350, Lng: -77.116536), Route carried "under" structure: State highway 417, Year Built: 2004, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 23,600 (year 1977), Features Intersected: RTE 417, Facility Carried by Structure: RTE 15U Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft) Find on map >> Show street view
Structure Number: 1011152, Location: .5 MILE SW OF GANG MILLS (Lat: 42.141122, Lng: -77.116603), Route carried "under" structure: County highway 417, Year Built: 2005, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 23,600 (year 1977), Features Intersected: RTE 417, Facility Carried by Structure: RTE 15U Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft) Find on map >> Show street view
Structure Number: 1011219, Location: 1.2 MI NW JCT RTS 15+17 (Lat: 42.170806, Lng: -77.104908), Route carried "under" structure: Alternate State highway 415, Year Built: 2010, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 6,000 (year 1975), Features Intersected: RTE 415, Facility Carried by Structure: RTE I86 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 164.762, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.9m (81.7ft) Find on map >> Show street view
Structure Number: 1062041, Location: JCT RTS 15 + 417 (Lat: 42.110636, Lng: -77.153278), Route carried "under" structure: State highway 417, Year Built: 1969, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 2,916 (year 1968), Features Intersected: RTE 417, Facility Carried by Structure: RTE 15U Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.995, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft) Find on map >> Show street view
Structure Number: 1062042, Location: JCT RTS 15 + 417 (Lat: 42.110636, Lng: -77.152947), Route carried "under" structure: State highway 417, Year Built: 1969, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,916 (year 1968), Features Intersected: RTE 417, Facility Carried by Structure: RTE 15U Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 21.995, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft) Find on map >> Show street view
Structure Number: 1074, Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278, Lng: -77.095817), Route carried "under" structure: State highway 86, Year Built: 1989, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 25,674 (year 1998), Features Intersected: RTE I86, Facility Carried by Structure: RTE 15 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 227.352, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.1m (75.8ft) Find on map >> Show street view
Structure Number: 107831, Location: Exit 44 Jct US 15 & I86 (Lat: 42.153728, Lng: -77.094978), Route carried "under" structure: Interstate , Year Built: 2005, Structure Length: 48.34m (158.60ft), Features Intersected: 86I, Facility Carried by Structure: Ramp15NB to 86IWB Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 77.1m (253.0ft) Find on map >> Show street view
Structure Number: 107834, Location: Steuben County (Lat: 42.154053, Lng: -77.096603), Route carried "under" structure: State highway , Year Built: 2006, Structure Length: 35.81m (117.49ft), Features Intersected: Hamilton Street, Cohocto, Facility Carried by Structure: 15 Southbound Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 83.5m (274.0ft) Find on map >> Show street view
Structure Number: 107835, Location: JCT US15-I86 (Lat: 42.153953, Lng: -77.096061), Route carried "under" structure: Interstate , Year Built: 2006, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 49,245 (year 2008), Features Intersected: 86I, Facility Carried by Structure: 86I WB to US15 SB Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.5m (169.0ft)
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