Bridge Statistics for Erwin, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1011141,  Location: JCT RTE 15 + CANISTEO R (Lat: 42.105819,  Lng: -77.155089),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 5,549 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 10,351 (year 2040),  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: 12.2m (40.0ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,459,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,898,000 ( Estimate for 2021),  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: 42.105764,  Lng: -77.154711),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 5,549 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 10,351 (year 2040),  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: 12.2m (40.0ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,459,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,898,000 ( Estimate for 2021),  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: 42.141389,  Lng: -77.116486),  Route carried "on" structure: Interstate 15U,  Year Built: 2004,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,273 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.747,  Lanes on structure: 2,  Lanes under structure: 4,  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: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,356,000,  Roadway Improvement Cost: $1,380,000,  Total Project Cost: $3,736,000 ( Estimate for 2021),  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: 42.141108,  Lng: -77.116608),  Route carried "on" structure: Interstate 15U,  Year Built: 2005,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,273 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.747,  Lanes on structure: 2,  Lanes under structure: 4,  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: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,356,000,  Roadway Improvement Cost: $1,380,000,  Total Project Cost: $3,736,000 ( Estimate for 2021),  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: 42.155256,  Lng: -77.098497),  Route carried "on" structure: County highway 417,  Year Built: 2007,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 15,276 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,557 (year 2040),  Design Load: HL 93,  Features Intersected: COHOCTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.181,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: April 2020,  Bridge Improvement Cost: $9,057,000,  Roadway Improvement Cost: $5,304,000,  Total Project Cost: $14,361,000 ( Estimate for 2021),  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: 42.165594,  Lng: -77.103281),  Route carried "on" structure: Interstate 86,  Year Built: 1959,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 25,927 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HODGMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.297,  Lanes on structure: 6,  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: 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: 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: October 2021,  Bridge Improvement Cost: $1,471,000,  Roadway Improvement Cost: $861,000,  Total Project Cost: $2,332,000 ( Estimate for 2021)

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Structure Number: 1011209,  Location: 1 MI NW JCT I86 & U.S.15 (Lat: 42.168361,  Lng: -77.104153),  Route carried "on" structure: Interstate 86,  Year Built: 1959,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 25,927 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: B & H RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.831,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  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: 30.3m (99.4ft)

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 2020,  Bridge Improvement Cost: $6,148,000,  Roadway Improvement Cost: $3,600,000,  Total Project Cost: $9,749,000 ( Estimate for 2021),  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: 42.170478,  Lng: -77.104669),  Route carried "on" structure: Interstate 86,  Year Built: 2010,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 24,911 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 38,240 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.605,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,993,000,  Roadway Improvement Cost: $1,753,000,  Total Project Cost: $4,746,000 ( Estimate for 2021),  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: 42.175689,  Lng: -77.121231),  Route carried "on" structure: State highway 415,  Year Built: 2016,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,718 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,516 (year 2040),  Design Load: HL 93,  Features Intersected: MEADS CREEK
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 6.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,125,000,  Roadway Improvement Cost: $1,244,000,  Total Project Cost: $3,369,000 ( Estimate for 2021),  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: 104818,  Location: 0.4 MI NW OF PAINTED POST (Lat: 42.169031,  Lng: -77.100075),  Route carried "on" structure: State highway 415,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,957 (year 2040),  Design Load: HS 25 or greater,  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: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,175,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1054561,  Location: .3 MI NE JCT SR15 & SR417 (Lat: 42.114792,  Lng: -77.151583),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,273 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
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: 11.6m (38.1ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 2021,  Bridge Improvement Cost: $2,628,000,  Roadway Improvement Cost: $1,539,000,  Total Project Cost: $4,166,000 ( Estimate for 2021),  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: 42.115033,  Lng: -77.150992),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,273 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
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: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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 2021,  Bridge Improvement Cost: $3,687,000,  Roadway Improvement Cost: $2,159,000,  Total Project Cost: $5,847,000 ( Estimate for 2021),  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: 42.115108,  Lng: -77.181964),  Route carried "on" structure: State highway 417,  Year Built: 1987,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 6,359 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,398 (year 2040),  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: 12.2m (40.0ft),  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: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: June 2020,  Bridge Improvement Cost: $2,011,000,  Roadway Improvement Cost: $1,177,000,  Total Project Cost: $3,188,000 ( Estimate for 2021),  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: 42.110631,  Lng: -77.153242),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,601 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 16,273 (year 2040),  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: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Bridge Improvement Cost: $1,625,000,  Roadway Improvement Cost: $952,000,  Total Project Cost: $2,577,000 ( Estimate for 2021),  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: 42.110647,  Lng: -77.152919),  Route carried "on" structure: Interstate 15U,  Year Built: 1969,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 10,601 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 16,273 (year 2040),  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: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $1,634,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $2,591,000 ( Estimate for 2021),  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: 42.150872,  Lng: -77.102700),  Route carried "on" structure: Interstate 15U,  Year Built: 2006,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 8,002 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,284 (year 2040),  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: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  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: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,054,000,  Roadway Improvement Cost: $1,203,000,  Total Project Cost: $3,256,000 ( Estimate for 2021),  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: 42.150814,  Lng: -77.102442),  Route carried "on" structure: Interstate 15U,  Year Built: 2005,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 8,002 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,284 (year 2040),  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: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,550,000,  Roadway Improvement Cost: $1,493,000,  Total Project Cost: $4,044,000 ( Estimate for 2021),  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: 42.125286,  Lng: -77.135611),  Route carried "on" structure: Interstate 15U,  Year Built: 1976,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 21,201 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,545 (year 2040),  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: 12.2m (40.0ft),  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: 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $499,000 ( Estimate for 2021)

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Structure Number: 1074,  Location: INTERSECT. HAMILTON & I86 (Lat: 42.156292,  Lng: -77.095667),  Route carried "on" structure: County highway 15,  Year Built: 1989,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 15,276 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,557 (year 2040),  Design Load: HS 20,  Features Intersected: 86I 17 64041413 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.502,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 2.7m (8.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: May 2021,  Bridge Improvement Cost: $2,271,000,  Roadway Improvement Cost: $1,330,000,  Total Project Cost: $3,601,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107831,  Location: Exit 44 Jct I99 & I86 (Lat: 42.154519,  Lng: -77.097006),  Route carried "on" structure: Interstate 15,  Year Built: 2005,  Status: Open,  Structure Length: 48.34m (158.60ft),  Average Daily Traffic: 16,004 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 24,567 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 86I 17 64041440 WB, 86I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.807,  Lanes on structure: 2,  Lanes under structure: 14,  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: Satisfactory,  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: August 2021,  Bridge Improvement Cost: $13,360,000,  Roadway Improvement Cost: $7,824,000,  Total Project Cost: $21,184,000 ( Estimate for 2021),  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: 42.154317,  Lng: -77.095978),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2005,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 7,910 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 12,142 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FUTURE TOWN ROAD, COHOCT,  Facility Carried by Structure: Ramp 99INB to 86IE
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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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 minimum 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: August 2021,  Bridge Improvement Cost: $8,976,000,  Roadway Improvement Cost: $5,256,000,  Total Project Cost: $14,233,000 ( Estimate for 2021),  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: 42.154667,  Lng: -77.097556),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2006,  Status: Open,  Structure Length: 35.81m (117.49ft),  Average Daily Traffic: 16,004 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 24,567 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: South Hamilton Street, C
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),  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: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 35.81m (117.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $10,109,000,  Roadway Improvement Cost: $5,920,000,  Total Project Cost: $16,028,000 ( Estimate for 2021),  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: 42.155761,  Lng: -77.094506),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2006,  Status: Open,  Structure Length: 10.03m (32.91ft),  Truck Traffic: 21%,  Design Load: HS 25 or greater,  Features Intersected: 86I 17 64112D01, 86I 17,  Facility Carried by Structure: 86I WB to 99I 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: 50.6m (166.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 10.02m (32.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,303,000,  Roadway Improvement Cost: $1,934,000,  Total Project Cost: $5,238,000 ( Estimate for 2021),  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: 42.154781,  Lng: -77.097800),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2006,  Status: Open,  Structure Length: 22.68m (74.41ft),  Average Daily Traffic: 6,926 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,696 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: 99I 64011123, Town Acces,  Facility Carried by Structure: 86I WB to 99I SB
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 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: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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: Equal to present desirable criteria,  Length Of Structure Improvement: 22.67m (74.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,457,000,  Roadway Improvement Cost: $3,781,000,  Total Project Cost: $10,238,000 ( Estimate for 2021),  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: 42.151811,  Lng: -77.105531),  Route carried "on" structure: Ramp Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,413 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,169 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: S.Hamilton St,  Facility Carried by Structure: Robert Dann WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 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: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,206,000,  Roadway Improvement Cost: $706,000,  Total Project Cost: $1,912,000 ( Estimate for 2021),  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: 42.151711,  Lng: -77.105689),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,975 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,031 (year 2040),  Design Load: HL 93,  Features Intersected: S.Hamilton St,  Facility Carried by Structure: Robert Dann EB
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,703,000,  Roadway Improvement Cost: $997,000,  Total Project Cost: $2,701,000 ( Estimate for 2021),  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: 42.182733,  Lng: -77.151047),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 1989,  Status: Posted for load-capacity,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 587 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 822 (year 2038),  Design Load: H 20,  Features Intersected: COHOCTON RIVER,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  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: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  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: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $3,516,000,  Roadway Improvement Cost: $2,059,000,  Total Project Cost: $5,574,000 ( Estimate for 2021),  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: 42.125092,  Lng: -77.200153),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 141 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 197 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BEEMAN HOLLOW CRK,  Facility Carried by Structure: BEEMAN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  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: Slab,  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: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  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 2021,  Bridge Improvement Cost: $424,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $672,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 22169,  Location: 1.0 MI NE OF ERWINS (Lat: 42.120881,  Lng: -77.129103),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 623 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 872 (year 2038),  Design Load: HS 25 or greater,  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: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.99m (32.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,693,000,  Roadway Improvement Cost: $1,577,000,  Total Project Cost: $4,269,000 ( Estimate for 2021),  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: 42.109967,  Lng: -77.114883),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 623 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 872 (year 2038),  Design Load: HS 20,  Features Intersected: MULHOLLAND CREEK,  Facility Carried by Structure: MULHOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,060,000 ( Estimate for 2021),  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: 42.106608,  Lng: -77.145553),  Route carried "on" structure: County highway ,  Year Built: 1933,  Year Reconstructed: 1989,  Status: Closed,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,855 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,597 (year 2037),  Design Load: H 20,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 115
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 12.486,  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: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $3,761,000,  Roadway Improvement Cost: $2,202,000,  Total Project Cost: $5,963,000 ( Estimate for 2021),  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: 42.124806,  Lng: -77.128314),  Route carried "on" structure: Alternate State highway 417,  Year Built: 1977,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,793 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,252 (year 2040),  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: 12.2m (40.0ft),  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: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: December 2020,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $486,000 ( Estimate for 2021)

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Structure Number: 335956,  Location: IN CORNING (Lat: 42.136342,  Lng: -77.120906),  Route carried "on" structure: Alternate State highway 417,  Year Built: 1999,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 6,793 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,252 (year 2040),  Design Load: HS 25 or greater,  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: 11.9m (39.0ft),  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: 7.52m (24.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,962,000,  Roadway Improvement Cost: $1,735,000,  Total Project Cost: $4,697,000 ( Estimate for 2021),  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: 3,893 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,816 (year 2040),  Design Load: HS 25 or greater,  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: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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 2021,  Bridge Improvement Cost: $8,272,000,  Roadway Improvement Cost: $4,844,000,  Total Project Cost: $13,117,000 ( Estimate for 2021),  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: 42.133239,  Lng: -77.135972),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 1.77m (5.81ft),  Truck Traffic: 5%,  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: 3.0m (9.8ft),  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: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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: August 2020,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $295,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1011151,  Location: .5 MI SW OF GANG MILLS (Lat: 42.141389,  Lng: -77.116486),  Route carried "under" structure: State highway 417,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 23,600 (year 1977),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Lanes under structure: 4,  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: 42.141108,  Lng: -77.116608),  Route carried "under" structure: ServiceState highway 417,  Year Built: 2005,  Structure Length: 0. m,  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: 4.344,  Lanes on structure: 2,  Lanes under structure: 4,  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: 42.170478,  Lng: -77.104669),  Route carried "under" structure: Alternate State highway 415,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1975),  Features Intersected: RTE 415,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.36m (17.59ft),  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: 42.110631,  Lng: -77.153242),  Route carried "under" structure: State highway 417,  Year Built: 1969,  Structure Length: 0. m,  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: 59.050,  Lanes on structure: 2,  Lanes under structure: 3,  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: 42.110647,  Lng: -77.152919),  Route carried "under" structure: State highway 417,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,916 (year 1968),  Features Intersected: RTE 417,  Facility Carried by Structure: RTE 15U
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 59.050,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)