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

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Structure Number: 10084,  Location: 2.3 MI N JCT RTS 11 + 222 (Lat: 42.627831,  Lng: -76.181156),  Route carried "on" structure: Ramp State highway 930,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,010 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,047 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 11, RTES 11&41&90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,979,000,  Roadway Improvement Cost: $1,159,000,  Total Project Cost: $3,138,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100841,  Location: 3.6 MI N JCT RTS 11 + 222 (Lat: 42.643469,  Lng: -76.177808),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,727 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,136 (year 2040),  Design Load: HS 20,  Features Intersected: FACTORY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.534,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $792,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $1,256,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100842,  Location: 4.0 MI N JCT RTS 11 & 222 (Lat: 42.649131,  Lng: -76.176492),  Route carried "on" structure: US 11,  Year Built: 1998,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,727 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,136 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WEST BRANCH TIOUG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.161,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,417,000,  Roadway Improvement Cost: $830,000,  Total Project Cost: $2,246,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008431,  Location: JCT OF RTS 11 + I-81 SB (Lat: 42.656003,  Lng: -76.172639),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 13,527 (year 2008),  Truck Traffic: 22%,  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.049,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,831,000,  Roadway Improvement Cost: $1,072,000,  Total Project Cost: $2,904,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1008432,  Location: JCT OF RTS 11 + I-81 NB (Lat: 42.656606,  Lng: -76.172306),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 11,219 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,576 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.049,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.46m (24.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $992,000,  Total Project Cost: $2,685,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 102492,  Location: 0.1 MI E JCT RTS 41 & 281 (Lat: 42.644225,  Lng: -76.187050),  Route carried "on" structure: State highway 41,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,694 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,057 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FACTORY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $657,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102493,  Location: 0.8 MI NW JCT RTS 41 +281 (Lat: 42.653792,  Lng: -76.197869),  Route carried "on" structure: State highway 41,  Year Built: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,102 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,336 (year 2040),  Design Load: HS 20,  Features Intersected: FACTORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.063,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $865,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10314,  Location: 2.3 MI N JCT RTS I-81 +13 (Lat: 42.630092,  Lng: -76.173294),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 3,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,658 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: ALBANY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 4,  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: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 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: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,768,000,  Roadway Improvement Cost: $1,621,000,  Total Project Cost: $4,389,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031411,  Location: 4.3 MI N JCT I81 & SH 13 (Lat: 42.658675,  Lng: -76.173972),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,527 (year 2008),  Truck Traffic: 22%,  Design Load: HS 20,  Features Intersected: NY SUSQUEHANNA& W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,582,000,  Roadway Improvement Cost: $926,000,  Total Project Cost: $2,508,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031412,  Location: 4.3 MI N JCT I81 & SH 13 (Lat: 42.659322,  Lng: -76.173633),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 11,219 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,576 (year 2040),  Design Load: HS 20,  Features Intersected: NY SUSQUEHANNA& W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $985,000,  Total Project Cost: $2,667,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031421,  Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695689,  Lng: -76.157031),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 13,527 (year 2008),  Truck Traffic: 22%,  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.683,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $554,000,  Total Project Cost: $1,499,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031422,  Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695619,  Lng: -76.156517),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 11,219 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,576 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.683,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $554,000,  Total Project Cost: $1,499,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 104442,  Location: 0.7 MI N JCT RTS 90 + 281 (Lat: 42.643369,  Lng: -76.188439),  Route carried "on" structure: State highway 281,  Year Built: 1946,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 7,789 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,462 (year 2040),  Design Load: H 20,  Features Intersected: FACTORY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.852,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $377,000,  Total Project Cost: $1,021,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104443,  Location: 3.0 MI N JCT RTS 41 + 281 (Lat: 42.685675,  Lng: -76.169442),  Route carried "on" structure: State highway 281,  Year Built: 1946,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,065 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,683 (year 2040),  Design Load: H 20,  Features Intersected: COLD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $809,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106481,  Location: HOMER INT + TIOUGHNIOGA R (Lat: 42.627442,  Lng: -76.179953),  Route carried "on" structure: Ramp State highway 930,  Year Built: 1966,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 8,010 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,282 (year 2040),  Design Load: HS 20,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,243,000,  Roadway Improvement Cost: $1,314,000,  Total Project Cost: $3,557,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106482,  Location: HOMER INTERCHANGE & NYS&W (Lat: 42.627978,  Lng: -76.184022),  Route carried "on" structure: Ramp State highway 930,  Year Built: 1966,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 8,010 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,047 (year 2040),  Design Load: HS 20,  Features Intersected: NY SUSQUEHANNA & WESTERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $944,000,  Roadway Improvement Cost: $553,000,  Total Project Cost: $1,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109373,  Location: 1.4 MI NW JCT RTS 41 +281 (Lat: 42.661158,  Lng: -76.204992),  Route carried "on" structure: State highway 41,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,102 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,838 (year 2040),  Design Load: HS 20,  Features Intersected: FACTORY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.077,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $332,000 ( Estimate for 2021)

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Structure Number: 220739,  Location: 3.0 MILES N OF HOMER (Lat: 42.692456,  Lng: -76.177658),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 13 (year 2018),  Average Future Daily Traffic: 18 (year 2038),  Features Intersected: COLD BROOK,  Facility Carried by Structure: AYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $343,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 220769,  Location: IN VILLAGE OF HOMER (Lat: 42.636128,  Lng: -76.176625),  Route carried "on" structure: City street ,  Year Built: 1878,  Year Reconstructed: 2019,  Status: Posted for load,  Structure Length: 2.19m (7.19ft),  Truck Traffic: 4%,  Features Intersected: WB TIOUGHNIOGA RV,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $646,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $1,024,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 22077,  Location: VILLAGE OF HOMER (Lat: 42.637047,  Lng: -76.176614),  Route carried "on" structure: Other road ,  Year Built: 1878,  Year Reconstructed: 1988,  Status: Closed,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 307 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 430 (year 2037),  Features Intersected: WB TIOUGHNIOGA RV,  Facility Carried by Structure: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $895,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 220772,  Location: .3 MI SW JCT US11 & SH90 (Lat: 42.632672,  Lng: -76.176794),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 3,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,658 (year 2040),  Features Intersected: WB TIOUGHNIOGA RV,  Facility Carried by Structure: ALBANY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $567,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $899,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331223,  Location: 4.8 MI N OF HOMER (Lat: 42.701697,  Lng: -76.185564),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 678 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 949 (year 2037),  Design Load: HS 20,  Features Intersected: COLD BROOK,  Facility Carried by Structure: COLD BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.172,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $566,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $897,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331225,  Location: 3.4 MI NW OF HOMER (Lat: 42.696158,  Lng: -76.161972),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 736 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,030 (year 2037),  Features Intersected: LITTLE YORK CREEK,  Facility Carried by Structure: LITTLE YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Culverts: Good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $478,000 ( Estimate for 2021)

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Structure Number: 10084,  Location: 2.3 MI N JCT RTS 11 + 222 (Lat: 42.627831,  Lng: -76.181156),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,255 (year 1999),  Features Intersected: RTE 11, RTES 11&41&90,  Facility Carried by Structure: RTE 930
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.722,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1008431,  Location: JCT OF RTS 11 + I-81 SB (Lat: 42.656003,  Lng: -76.172639),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,172 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 5.036,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 1008432,  Location: JCT OF RTS 11 + I-81 NB (Lat: 42.656606,  Lng: -76.172306),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,172 (year 1999),  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 5.036,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 10314,  Location: 2.3 MI N JCT RTS I-81 +13 (Lat: 42.630092,  Lng: -76.173294),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,061 (year 1999),  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: ALBANY STREET
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.027,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1031421,  Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695689,  Lng: -76.157031),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 368 (year 2017),  Truck Traffic: 8%,  Features Intersected: COUNTY ROAD 109,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1031422,  Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695619,  Lng: -76.156517),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 368 (year 2017),  Truck Traffic: 8%,  Features Intersected: COUNTY ROAD 109,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)