Bridge Statistics for Erwin, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- 11920-1929
- 21930-1939
- 31950-1959
- 81960-1969
- 31970-1979
- 31980-1989
- 41990-1999
- 192000-2009
- 22010-2015
- 11980-1989
- 11990-1999
Bridge Condition - Deck
Bridge Condition - Superstructure
Bridge Condition - Substructure
Bridge Condition - Channel
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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: 6,986 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20, Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, 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: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 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: 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: June 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $941,000, Roadway Improvement Cost: $551,000, Total Project Cost: $1,492,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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: 6,986 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20, Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, 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: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 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: 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: June 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $941,000, Roadway Improvement Cost: $551,000, Total Project Cost: $1,492,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 6,986 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20, Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, 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: 86.2 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: 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: June 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $857,000, Total Project Cost: $2,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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: 6,986 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20, Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, 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: 86.2 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: 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: June 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $857,000, Total Project Cost: $2,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 25, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 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: November 13, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,624,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 25, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 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: November 13, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,624,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 25, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 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: November 13, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,624,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 25, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 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: November 13, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,624,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 3%, Average Future Daily Traffic: 50,039 (year 2020), Features Intersected: COHOCTON RIVER, Facility Carried by Structure: HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, 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: Very 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: Equal to present desirable 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: May 14, Bridge Improvement Cost: $6,312,000, Roadway Improvement Cost: $3,696,000, Total Project Cost: $10,008,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 3%, Average Future Daily Traffic: 50,039 (year 2020), Features Intersected: COHOCTON RIVER, Facility Carried by Structure: HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, 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: Very 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: Equal to present desirable 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: May 14, Bridge Improvement Cost: $6,312,000, Roadway Improvement Cost: $3,696,000, Total Project Cost: $10,008,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 30,651 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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: 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: 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 13, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,338,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 30,651 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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: 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: 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 13, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,338,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 30,651 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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: Satisfactory, 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: September 14, Bridge Improvement Cost: $1,113,000, Roadway Improvement Cost: $652,000, Total Project Cost: $1,765,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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: 30,651 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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: Satisfactory, 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: September 14, Bridge Improvement Cost: $1,113,000, Roadway Improvement Cost: $652,000, Total Project Cost: $1,765,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 30,651 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 14, Bridge Improvement Cost: $2,452,000, Roadway Improvement Cost: $1,436,000, Total Project Cost: $3,888,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 30,651 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 31,340 (year 2034), 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, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 14, Bridge Improvement Cost: $2,452,000, Roadway Improvement Cost: $1,436,000, Total Project Cost: $3,888,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 5,036 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 7,050 (year 2034), 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: October 13, Critical Feature Inspection Date: October 13, Bridge Improvement Cost: $1,010,000, Roadway Improvement Cost: $592,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: 5,036 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 7,050 (year 2034), 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: October 13, Critical Feature Inspection Date: October 13, Bridge Improvement Cost: $1,010,000, Roadway Improvement Cost: $592,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104818, Location: 0.4 MI NW OF PAINTED POST (Lat: 42.169108, Lng: -77.100017), Route carried "on" structure: State highway 415, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,465 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 9,051 (year 2034), Design Load: HS 25, Features Intersected: ERWIN HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 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: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 14, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $141,000, Total Project Cost: $382,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104818, Location: 0.4 MI NW OF PAINTED POST (Lat: 42.169108, Lng: -77.100017), Route carried "on" structure: State highway 415, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,465 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 9,051 (year 2034), Design Load: HS 25, Features Intersected: ERWIN HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 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: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 14, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $141,000, Total Project Cost: $382,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, 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: 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: 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 13, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $974,000, Total Project Cost: $2,637,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, 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: 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: 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 13, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $974,000, Total Project Cost: $2,637,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 13, Bridge Improvement Cost: $2,279,000, Roadway Improvement Cost: $1,335,000, Total Project Cost: $3,614,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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: 8,882 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 12,435 (year 2029), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 13, Bridge Improvement Cost: $2,279,000, Roadway Improvement Cost: $1,335,000, Total Project Cost: $3,614,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 7,438 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 10,413 (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: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 62.6 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: May 14, Bridge Improvement Cost: $1,227,000, Roadway Improvement Cost: $719,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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: 7,438 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 10,413 (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: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 62.6 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: May 14, Bridge Improvement Cost: $1,227,000, Roadway Improvement Cost: $719,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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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: 17,764 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20+Mod, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.162, 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: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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 13, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: 17,764 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20+Mod, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.162, 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: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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 13, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 17,764 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20+Mod, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.162, 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: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 13, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: 17,764 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 15,792 (year 2034), Design Load: HS 20+Mod, Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.162, 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: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 13, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 20+Mod, Features Intersected: R Dann EB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: October 13, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $445,000, Total Project Cost: $1,205,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 20+Mod, Features Intersected: R Dann EB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: October 13, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $445,000, Total Project Cost: $1,205,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 10,512 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 14,717 (year 2032), Design Load: HS 20+Mod, Features Intersected: RAMPS P & Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: October 13, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $504,000, Total Project Cost: $1,364,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 10,512 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 14,717 (year 2032), Design Load: HS 20+Mod, Features Intersected: RAMPS P & Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: October 13, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $504,000, Total Project Cost: $1,364,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 17,764 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 24,870 (year 2029), Design Load: HS 20+Mod, Features Intersected: BEARTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, 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: December 13, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $32,000, Total Project Cost: $87,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 17,764 (year 2009), Truck Traffic: 18%, Average Future Daily Traffic: 24,870 (year 2029), Design Load: HS 20+Mod, Features Intersected: BEARTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, 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: December 13, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $32,000, Total Project Cost: $87,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1074, Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278, Lng: -77.095817), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 25,100 (year 1987), Truck Traffic: 3%, Average Future Daily Traffic: 35,140 (year 2007), Design Load: HS 20, Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, 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: Superior to present desirable criteria, 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: April 13, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $315,000, Total Project Cost: $852,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1074, Location: INTERSECTION RTES 15 + 17 (Lat: 42.156278, Lng: -77.095817), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 25,100 (year 1987), Truck Traffic: 3%, Average Future Daily Traffic: 35,140 (year 2007), Design Load: HS 20, Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, 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: Superior to present desirable criteria, 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: April 13, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $315,000, Total Project Cost: $852,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 25, Features Intersected: 86I, Cohocton River, Tow, Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.807, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum 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: July 13, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $18,000, Total Project Cost: $49,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 25, Features Intersected: 86I, Cohocton River, Tow, Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.807, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum 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: July 13, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $18,000, Total Project Cost: $49,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 21%, 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: 0.740, 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: July 13, Bridge Improvement Cost: $6,160,000, Roadway Improvement Cost: $3,607,000, Total Project Cost: $9,767,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 21%, 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: 0.740, 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: July 13, Bridge Improvement Cost: $6,160,000, Roadway Improvement Cost: $3,607,000, Total Project Cost: $9,767,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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), Average Daily Traffic: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 25, Features Intersected: Hamilton Street, Cohocto, Facility Carried by Structure: 15 Southbound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.807, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, 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: Good, Superstructure: Good, Substructure: 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 minimum 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: October 14, Bridge Improvement Cost: $6,567,000, Roadway Improvement Cost: $3,846,000, Total Project Cost: $10,413,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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), Average Daily Traffic: 21,023 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 29,432 (year 2032), Design Load: HS 25, Features Intersected: Hamilton Street, Cohocto, Facility Carried by Structure: 15 Southbound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.807, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, 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: Good, Superstructure: Good, Substructure: 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 minimum 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: October 14, Bridge Improvement Cost: $6,567,000, Roadway Improvement Cost: $3,846,000, Total Project Cost: $10,413,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 5,740 (year 2026), Design Load: HS 25, Features Intersected: 86I, Facility Carried by Structure: 86I WB to US15 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: Very good, 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: October 14, Bridge Improvement Cost: $1,539,000, Roadway Improvement Cost: $901,000, Total Project Cost: $2,440,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 5,740 (year 2026), Design Load: HS 25, Features Intersected: 86I, Facility Carried by Structure: 86I WB to US15 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: Very good, 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: October 14, Bridge Improvement Cost: $1,539,000, Roadway Improvement Cost: $901,000, Total Project Cost: $2,440,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 5,740 (year 2026), 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: 0.724, 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: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: October 14, Bridge Improvement Cost: $4,327,000, Roadway Improvement Cost: $2,534,000, Total Project Cost: $6,861,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 5,740 (year 2026), 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: 0.724, 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: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: October 14, Bridge Improvement Cost: $4,327,000, Roadway Improvement Cost: $2,534,000, Total Project Cost: $6,861,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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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: 8,794 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 8,693 (year 2034), Design Load: HS 25, Features Intersected: S.Hamilton St, Facility Carried by Structure: Robert Dann WB
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: Good, 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: 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: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 14, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $358,000, Total Project Cost: $970,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 8,794 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 8,693 (year 2034), Design Load: HS 25, Features Intersected: S.Hamilton St, Facility Carried by Structure: Robert Dann WB
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: Good, 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: 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: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 14, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $358,000, Total Project Cost: $970,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 8,794 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 8,693 (year 2034), Features Intersected: S.Hamilton St, Facility Carried by Structure: Robert Dann EB
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: Very good, Superstructure: Very good, 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: Meets minimum limits, 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 14, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,292,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 8,794 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 8,693 (year 2034), Features Intersected: S.Hamilton St, Facility Carried by Structure: Robert Dann EB
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: Very good, Superstructure: Very good, 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: Meets minimum limits, 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 14, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,292,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 716 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 776 (year 2034), 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: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: July 14, Critical Feature Inspection Date: July 14, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 716 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 776 (year 2034), 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: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: July 14, Critical Feature Inspection Date: July 14, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 325 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 351 (year 2034), 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 13, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $102,000, Total Project Cost: $276,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 325 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 351 (year 2034), 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 13, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $102,000, Total Project Cost: $276,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 623 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 618 (year 2034), 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: Good, 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: April 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $1,637,000, Roadway Improvement Cost: $959,000, Total Project Cost: $2,596,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: 623 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 618 (year 2034), 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: Good, 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: April 14, Underwater Inspection Date: May 1999, Bridge Improvement Cost: $1,637,000, Roadway Improvement Cost: $959,000, Total Project Cost: $2,596,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 623 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 618 (year 2034), 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: Good, 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: Better than 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 13, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $15,000, Total Project Cost: $41,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 623 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 618 (year 2034), 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: Good, 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: Better than 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 13, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $15,000, Total Project Cost: $41,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 410 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 574 (year 2032), Features Intersected: WEAVER HOLLOW CRK, Facility Carried by Structure: BEARTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, 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: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 13, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $61,000, Total Project Cost: $165,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 410 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 574 (year 2032), Features Intersected: WEAVER HOLLOW CRK, Facility Carried by Structure: BEARTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, 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: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 13, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $61,000, Total Project Cost: $165,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: Posted for load-capacity, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,709 (year 2003), Truck Traffic: 17%, Average Future Daily Traffic: 1,573 (year 2034), 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: Poor, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: Meets minimum limits, 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: September 14, Critical Feature Inspection Date: September 14, Bridge Improvement Cost: $3,364,000, Roadway Improvement Cost: $1,970,000, Total Project Cost: $5,334,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: Posted for load-capacity, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,709 (year 2003), Truck Traffic: 17%, Average Future Daily Traffic: 1,573 (year 2034), 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: Poor, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: Meets minimum limits, 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: September 14, Critical Feature Inspection Date: September 14, Bridge Improvement Cost: $3,364,000, Roadway Improvement Cost: $1,970,000, Total Project Cost: $5,334,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 7,510 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 10,514 (year 2032), 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 13, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,245,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 7,510 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 10,514 (year 2032), 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 13, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,245,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 7,510 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 10,514 (year 2032), 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: April 13, Bridge Improvement Cost: $1,698,000, Roadway Improvement Cost: $994,000, Total Project Cost: $2,692,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 7,510 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 10,514 (year 2032), 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: April 13, Bridge Improvement Cost: $1,698,000, Roadway Improvement Cost: $994,000, Total Project Cost: $2,692,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 4,214 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 4,300 (year 2034), Design Load: HS 25, Features Intersected: COHOCTON RIVER, Facility Carried by Structure: ROBERT DANN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: April 13, Bridge Improvement Cost: $5,792,000, Roadway Improvement Cost: $3,392,000, Total Project Cost: $9,184,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 4,214 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 4,300 (year 2034), Design Load: HS 25, Features Intersected: COHOCTON RIVER, Facility Carried by Structure: ROBERT DANN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: April 13, Bridge Improvement Cost: $5,792,000, Roadway Improvement Cost: $3,392,000, Total Project Cost: $9,184,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 3 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 3 (year 2034), 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: 56.2 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: 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 14, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $24,000, Total Project Cost: $64,000 ( Estimate for 2014)
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: 3 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 3 (year 2034), 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: 56.2 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: 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 14, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $24,000, Total Project Cost: $64,000 ( Estimate for 2014)
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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: 4.72m (15.49ft), 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)
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: 4.72m (15.49ft), 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)
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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)
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)
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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: 3.862, 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)
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: 3.862, 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)
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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: 5.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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: 5.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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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: 5.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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: 5.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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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: 66.452, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.1m (75.8ft)
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: 66.452, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.1m (75.8ft)
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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, Cohocton River, Tow, Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 77.1m (253.0ft)
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, Cohocton River, Tow, Facility Carried by Structure: Ramp15NB to 86IWB
Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 77.1m (253.0ft)
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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)
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)