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

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Structure Number: 10108,  Location: 0.3 MI NW JCT RTS 17 +352 (Lat: 42.146506,  Lng: -76.805908),  Route carried "on" structure: Interstate 86,  Year Built: 1955,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,215 (year 2040),  Design Load: HS 20,  Features Intersected: LATTA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.465,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,022,000,  Roadway Improvement Cost: $599,000,  Total Project Cost: $1,621,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104597,  Location: .5 MI S JCT SR 17 & SR 14 (Lat: 42.156842,  Lng: -76.837089),  Route carried "on" structure: State highway 14,  Year Built: 1985,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 15,537 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,610 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.676,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,711,000,  Roadway Improvement Cost: $2,759,000,  Total Project Cost: $7,469,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1053281,  Location: JCT RTS 14 + 17 + 328 (Lat: 42.160614,  Lng: -76.838369),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,582 (year 2015),  Truck Traffic: 18%,  Design Load: HS 20+Mod,  Features Intersected: RTE 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.038,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,529,000,  Roadway Improvement Cost: $1,481,000,  Total Project Cost: $4,010,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1053282,  Location: JCT RTS 14 + 17 + 328 (Lat: 42.160386,  Lng: -76.838414),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 15,989 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,544 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.022,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 63.5 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: 48.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,295,000,  Roadway Improvement Cost: $1,344,000,  Total Project Cost: $3,638,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 105453,  Location: .3 MI S JCT SR 13 & SR 17 (Lat: 42.147622,  Lng: -76.805742),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,623 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,008 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 86I 14 6201 3038 (WB),,  Facility Carried by Structure: LATTA BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,763,000,  Roadway Improvement Cost: $1,032,000,  Total Project Cost: $2,795,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1054629,  Location: 0.2 MI W JCT RTS 14 + 17 (Lat: 42.161986,  Lng: -76.846758),  Route carried "on" structure: County highway 962,  Year Built: 1970,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 15,822 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,896 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 86I 17 62051065 (WB), RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.38m (30.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,792,000,  Roadway Improvement Cost: $4,563,000,  Total Project Cost: $12,355,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1078141,  Location: 1.1 MI W JCT RTE 17 & 13 (Lat: 42.159189,  Lng: -76.827792),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 12,806 (year 2010),  Truck Traffic: 21%,  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.907,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,575,000,  Roadway Improvement Cost: $923,000,  Total Project Cost: $2,498,000 ( 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: 1078142,  Location: 1.1 MI W JCT RTE 13 & 17 (Lat: 42.159031,  Lng: -76.827828),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 14,948 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,946 (year 2040),  Design Load: HL 93,  Features Intersected: Norfolk Southern
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.891,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,547,000,  Roadway Improvement Cost: $906,000,  Total Project Cost: $2,452,000 ( 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: 107815,  Location: 1.1 MI W JCT RTE 13 & 17 (Lat: 42.158933,  Lng: -76.827925),  Route carried "on" structure: ServiceState highway 86,  Year Built: 2007,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 3,816 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,857 (year 2040),  Design Load: HL 93,  Features Intersected: NORFOLK-SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $805,000,  Roadway Improvement Cost: $471,000,  Total Project Cost: $1,277,000 ( 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: 1078161,  Location: .8 MI W JCT RTE 86I & 13 (Lat: 42.157775,  Lng: -76.822800),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 12,806 (year 2010),  Truck Traffic: 21%,  Design Load: HL 93,  Features Intersected: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.955,  Lanes on structure: 2,  Lanes under structure: 4,  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: 33.3m (109.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,910,000,  Roadway Improvement Cost: $1,119,000,  Total Project Cost: $3,029,000 ( 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: 1078162,  Location: .8 M W JCT & 86I & 13 (Lat: 42.157608,  Lng: -76.822811),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,948 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,946 (year 2040),  Design Load: HL 93,  Features Intersected: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.955,  Lanes on structure: 2,  Lanes under structure: 4,  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: 33.3m (109.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,829,000,  Roadway Improvement Cost: $1,071,000,  Total Project Cost: $2,901,000 ( 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: 1078171,  Location: .7 M W JCT RTE 86I & 13 (Lat: 42.157436,  Lng: -76.821508),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 12,806 (year 2010),  Truck Traffic: 21%,  Design Load: HL 93,  Features Intersected: GRAND CENTRAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.389,  Lanes on structure: 2,  Lanes under structure: 6,  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: 45.4m (149.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,425,000,  Roadway Improvement Cost: $1,420,000,  Total Project Cost: $3,845,000 ( 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: 1078172,  Location: .7 MI W JCT RTE 86I & 13 (Lat: 42.157242,  Lng: -76.821519),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 14,948 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,946 (year 2040),  Design Load: HL 93,  Features Intersected: GRAND CENTRAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.454,  Lanes on structure: 2,  Lanes under structure: 6,  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: 45.5m (149.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,253,000,  Roadway Improvement Cost: $1,319,000,  Total Project Cost: $3,572,000 ( 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: 1078181,  Location: .4 MI W JCT RTE 86I & 13 (Lat: 42.155672,  Lng: -76.814967),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,806 (year 2010),  Truck Traffic: 21%,  Design Load: HL 93,  Features Intersected: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.502,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,434,000,  Roadway Improvement Cost: $1,426,000,  Total Project Cost: $3,860,000 ( 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: 1078182,  Location: .4 MI W JCT RTE 86I & 13 (Lat: 42.155458,  Lng: -76.814950),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 14,948 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,946 (year 2040),  Features Intersected: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.502,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,898,000,  Roadway Improvement Cost: $1,112,000,  Total Project Cost: $3,010,000 ( 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: 107819,  Location: 0.4 MI W JCT RTE 86I 13 (Lat: 42.155108,  Lng: -76.811947),  Route carried "on" structure: Ramp Interstate 86,  Year Built: 2006,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 29,922 (year 2010),  Truck Traffic: 21%,  Average Future Daily Traffic: 41,891 (year 2030),  Design Load: HL 93,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.0m (193.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,745,000,  Roadway Improvement Cost: $1,607,000,  Total Project Cost: $4,352,000 ( 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: 1078201,  Location: 0.4 MI W JCT RTE 13 & 17 (Lat: 42.154956,  Lng: -76.811956),  Route carried "on" structure: Interstate 86,  Year Built: 2007,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 14,961 (year 2010),  Truck Traffic: 21%,  Design Load: HL 93,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.226,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.06m (19.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,309,000,  Roadway Improvement Cost: $1,938,000,  Total Project Cost: $5,247,000 ( 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: 1078202,  Location: .4 MI W JCT SR 13 & SR 17 (Lat: 42.154719,  Lng: -76.811986),  Route carried "on" structure: Interstate 86,  Year Built: 2005,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 14,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,798 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NEWTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.226,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.5m (198.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.06m (19.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,814,000,  Roadway Improvement Cost: $2,233,000,  Total Project Cost: $6,047,000 ( 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: 107821,  Location: 0.2 MI W JCT RTE 86I & 13 (Lat: 42.154061,  Lng: -76.808108),  Route carried "on" structure: Interstate ,  Year Built: 2007,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,206 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,386 (year 2040),  Design Load: HL 93,  Features Intersected: RAMP TO SERV RD 86I 620,  Facility Carried by Structure: Ramp 13 SB to I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 72.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,181,000,  Roadway Improvement Cost: $691,000,  Total Project Cost: $1,872,000 ( 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: 107822,  Location: JCT SR13+RAMP C OF SR17 (Lat: 42.153414,  Lng: -76.807258),  Route carried "on" structure: State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 4,581 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,602 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Ramp to WB Service Rd 86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,385,000 ( 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: 107823,  Location: JCT SR13 AND SR17 (Lat: 42.152911,  Lng: -76.807931),  Route carried "on" structure: Ramp State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 4,581 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,602 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 86I 14 62013042, RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,920,000,  Roadway Improvement Cost: $1,710,000,  Total Project Cost: $4,630,000 ( 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: 10903,  Location: 1.0 MI S JCT RTS 17 + 328 (Lat: 42.144025,  Lng: -76.830472),  Route carried "on" structure: State highway 14,  Year Built: 1935,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,537 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HALDERMAN HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.228,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 32.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $432,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $686,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333109,  Location: IN HORSEHEADS (Lat: 42.167539,  Lng: -76.818742),  Route carried "on" structure: County highway ,  Year Built: 1922,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,528 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,890 (year 2040),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: CR20 EAST FRANKLI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.9 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: 37.6 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $722,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333135,  Location: IN NE ELMIRA HEIGHTS (Lat: 42.146683,  Lng: -76.812239),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,364 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,924 (year 2040),  Design Load: HS 20,  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: CR51 LATTA BROOK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $549,000,  Total Project Cost: $1,486,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333136,  Location: 4.3 MI NE OF ELMIRA (Lat: 42.142581,  Lng: -76.771372),  Route carried "on" structure: County highway ,  Year Built: 1946,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 730 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,022 (year 2038),  Features Intersected: LATTA BROOK,  Facility Carried by Structure: CR51 LATTA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $737,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333185,  Location: IN HORSEHEADS (Lat: 42.163900,  Lng: -76.815356),  Route carried "on" structure: Other road ,  Year Built: 1976,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 325 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 455 (year 2038),  Features Intersected: NEWTOWN CREEK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $479,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 335953,  Location: 0.10 mi south of CR 51 (Lat: 42.146128,  Lng: -76.807478),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 571 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 799 (year 2038),  Design Load: HL 93,  Features Intersected: LATTA BROOK,  Facility Carried by Structure: CR77 INDUSTRIAL P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $589,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1053281,  Location: JCT RTS 14 + 17 + 328 (Lat: 42.160614,  Lng: -76.838369),  Route carried "under" structure: State highway 14,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,041 (year 2000),  Features Intersected: RTE 14,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 9.493,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1053282,  Location: JCT RTS 14 + 17 + 328 (Lat: 42.160386,  Lng: -76.838414),  Route carried "under" structure: State highway 14,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,041 (year 2000),  Features Intersected: RTE 14,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 9.493,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 105453,  Location: .3 MI S JCT SR 13 & SR 17 (Lat: 42.147622,  Lng: -76.805742),  Route carried "under" structure: Interstate 86,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,853 (year 1998),  Features Intersected: 86I 14 6201 3038 (WB),,  Facility Carried by Structure: LATTA BROOK ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 6.162,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1054629,  Location: 0.2 MI W JCT RTS 14 + 17 (Lat: 42.161986,  Lng: -76.846758),  Route carried "under" structure: Interstate 86,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,010 (year 1999),  Features Intersected: 86I 17 62051065 (WB), RT,  Facility Carried by Structure: RTE 962
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 10.298,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1078161,  Location: .8 MI W JCT RTE 86I & 13 (Lat: 42.157775,  Lng: -76.822800),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 1,932 (year 2014),  Truck Traffic: 3%,  Features Intersected: CENTER STREET,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 1078162,  Location: .8 M W JCT & 86I & 13 (Lat: 42.157608,  Lng: -76.822811),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 1,932 (year 2014),  Truck Traffic: 3%,  Features Intersected: CENTER STREET,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 1078171,  Location: .7 M W JCT RTE 86I & 13 (Lat: 42.157436,  Lng: -76.821508),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 2,231 (year 2019),  Truck Traffic: 3%,  Features Intersected: GRAND CENTRAL,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 1078172,  Location: .7 MI W JCT RTE 86I & 13 (Lat: 42.157242,  Lng: -76.821519),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 2,231 (year 2019),  Truck Traffic: 3%,  Features Intersected: GRAND CENTRAL,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.5m (149.3ft)

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Structure Number: 1078181,  Location: .4 MI W JCT RTE 86I & 13 (Lat: 42.155672,  Lng: -76.814967),  Route carried "under" structure: Business City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 3,243 (year 2020),  Truck Traffic: 6%,  Features Intersected: SOUTH MAIN ST,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.078,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1078182,  Location: .4 MI W JCT RTE 86I & 13 (Lat: 42.155458,  Lng: -76.814950),  Route carried "under" structure: Business City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 3,243 (year 2020),  Truck Traffic: 6%,  Features Intersected: SOUTH MAIN ST,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 107821,  Location: 0.2 MI W JCT RTE 86I & 13 (Lat: 42.154061,  Lng: -76.808108),  Route carried "under" structure: Ramp Interstate ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 3,540 (year 2000),  Features Intersected: RAMP TO SERV RD 86I 620,  Facility Carried by Structure: Ramp 13 SB to I86
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.0m (85.3ft)

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Structure Number: 107822,  Location: JCT SR13+RAMP C OF SR17 (Lat: 42.153414,  Lng: -76.807258),  Route carried "under" structure: Ramp Interstate ,  Year Built: 2004,  Structure Length: 0. m,  Features Intersected: Ramp to WB Service Rd 86,  Facility Carried by Structure: RTE 13
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 107823,  Location: JCT SR13 AND SR17 (Lat: 42.152911,  Lng: -76.807931),  Route carried "under" structure: State highway 86,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 6,010 (year 1999),  Features Intersected: 86I 14 62013042, RTE I86,  Facility Carried by Structure: RTE 13
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 13.725,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)