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

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Structure Number: 101632,  Location: 2.7 MI NW OF HORNELL (Lat: 42.340381,  Lng: -77.717803),  Route carried "on" structure: State highway 21,  Year Built: 1948,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 3,114 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,133 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CANACADEA CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $2,204,000,  Roadway Improvement Cost: $1,291,000,  Total Project Cost: $3,495,000 ( 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: 101633,  Location: 1.3 MI NW OF HORNELL (Lat: 42.334817,  Lng: -77.682319),  Route carried "on" structure: State highway 21,  Year Built: 2009,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 3,114 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,782 (year 2040),  Design Load: HL 93,  Features Intersected: CANACADEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.648,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.6 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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,791,000,  Roadway Improvement Cost: $1,049,000,  Total Project Cost: $2,840,000 ( 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: 102356,  Location: .1 MI E JCT SR 21 & SR 36 (Lat: 42.364450,  Lng: -77.669061),  Route carried "on" structure: Other road ,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,005 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,650 (year 2040),  Design Load: HS 20,  Features Intersected: CARRINGTON CREEK,  Facility Carried by Structure: SENECA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,126,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $1,786,000 ( Estimate for 2021)

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Structure Number: 1028621,  Location: JCT RTS 17 + 36 (Lat: 42.370264,  Lng: -77.677292),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,671 (year 2013),  Truck Traffic: 30%,  Design Load: HS 20+Mod,  Features Intersected: 36 36 64021046 (NB), RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,734,000,  Roadway Improvement Cost: $1,601,000,  Total Project Cost: $4,335,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1028622,  Location: JCT RTS 17 + 36 (Lat: 42.370164,  Lng: -77.676814),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 2,994 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,596 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 36 36 64021046 (NB), RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,886,000,  Roadway Improvement Cost: $1,690,000,  Total Project Cost: $4,576,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061651,  Location: .5 MILE W JCT I86 & SR 36 (Lat: 42.367739,  Lng: -77.683044),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 3,671 (year 2013),  Truck Traffic: 29%,  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR, COU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 649.553,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 95.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.96m (32.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,141,000,  Roadway Improvement Cost: $2,425,000,  Total Project Cost: $6,566,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061652,  Location: .5 MILE W JCT I86 & SR 36 (Lat: 42.367339,  Lng: -77.682786),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 2,858 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,332 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR, COU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.969,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 95.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.96m (32.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,355,000,  Roadway Improvement Cost: $1,965,000,  Total Project Cost: $5,320,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 106184,  Location: .2 MI S JCT I86 & SR 36 (Lat: 42.368733,  Lng: -77.675056),  Route carried "on" structure: State highway 36,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 10,627 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,909 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TB CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.911,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $277,000,  Total Project Cost: $751,000 ( Estimate for 2021)

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Structure Number: 1061911,  Location: .4 MILE E JCT I86 & SR 36 (Lat: 42.375714,  Lng: -77.671189),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,611 (year 2013),  Truck Traffic: 30%,  Design Load: HS 20+Mod,  Features Intersected: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.369,  Lanes on structure: 2,  Lanes under structure: 2,  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: 31.7m (104.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,653,000,  Roadway Improvement Cost: $968,000,  Total Project Cost: $2,621,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1061912,  Location: .4 MILE E JCT I86 & SR 36 (Lat: 42.375228,  Lng: -77.670964),  Route carried "on" structure: Interstate 86,  Year Built: 1970,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,994 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,596 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.337,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,763,000,  Roadway Improvement Cost: $1,618,000,  Total Project Cost: $4,380,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1062181,  Location: 0.2 MI W JCT RTS 17 + 36 (Lat: 42.368294,  Lng: -77.681050),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 3,671 (year 2013),  Truck Traffic: 29%,  Design Load: HS 20+Mod,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on 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: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,832,000,  Roadway Improvement Cost: $1,659,000,  Total Project Cost: $4,491,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1062182,  Location: 0.2 MI W JCT RTS 17 + 36 (Lat: 42.368011,  Lng: -77.680625),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 2,858 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,387 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.211,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.6 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,525,000,  Roadway Improvement Cost: $1,479,000,  Total Project Cost: $4,004,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 106219,  Location: 1.2 MI SW JCT RTS 17 + 36 (Lat: 42.363350,  Lng: -77.699994),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 320 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 448 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 86I 17 64044028 (WB), R,  Facility Carried by Structure: DOORLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.5 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: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,545,000,  Roadway Improvement Cost: $1,490,000,  Total Project Cost: $4,035,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069421,  Location: 0.7 MI N JCT RTS 36&21 (Lat: 42.339453,  Lng: -77.664911),  Route carried "on" structure: State highway 21,  Year Built: 1978,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,177 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,503 (year 2040),  Design Load: HS 20,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.769,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,689,000,  Roadway Improvement Cost: $2,746,000,  Total Project Cost: $7,435,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1069422,  Location: 0.7 MI N JCT RTS 36&21 (Lat: 42.339292,  Lng: -77.664667),  Route carried "on" structure: State highway 21,  Year Built: 1978,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,177 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,503 (year 2040),  Design Load: HS 20,  Features Intersected: CANISTEO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.769,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,537,000,  Roadway Improvement Cost: $2,657,000,  Total Project Cost: $7,193,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1069431,  Location: JCT SR 21 & CO RD 7 (Lat: 42.353350,  Lng: -77.668892),  Route carried "on" structure: State highway 21,  Year Built: 1976,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,758 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,780 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.442,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 75.3 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,903,000 ( 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: 1069432,  Location: JCT SR 21 & CO RD 7 (Lat: 42.353378,  Lng: -77.668564),  Route carried "on" structure: State highway 21,  Year Built: 1976,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,758 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,780 (year 2040),  Design Load: HL 93,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.442,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,343,000,  Roadway Improvement Cost: $786,000,  Total Project Cost: $2,129,000 ( 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: 1069449,  Location: 2.4 MI N JCT SR36 & SR21 (Lat: 42.361247,  Lng: -77.671914),  Route carried "on" structure: State highway 21,  Year Built: 1978,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 11,182 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,583 (year 2040),  Design Load: HS 20,  Features Intersected: CARRINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.424,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,682,000,  Roadway Improvement Cost: $1,571,000,  Total Project Cost: $4,253,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109637,  Location: 0.2 MI E JCT RTS 17 + 36 (Lat: 42.374356,  Lng: -77.672831),  Route carried "on" structure: Interstate 86,  Year Built: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 398 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $486,000 ( Estimate for 2021)

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Structure Number: 201636,  Location: JCT RTS 21&36&CANISTEO R (Lat: 42.338333,  Lng: -77.660756),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 4,459 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,416 (year 2040),  Design Load: HL 93,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: SENECA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,368,000,  Roadway Improvement Cost: $1,387,000,  Total Project Cost: $3,755,000 ( 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: 201637,  Location: 1.7 MI N OF HORNELL (Lat: 42.352958,  Lng: -77.660011),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 4,459 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,416 (year 2040),  Design Load: HL 93,  Features Intersected: BIG CREEK,  Facility Carried by Structure: SENECA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 67.4 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: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable 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: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,273,000,  Roadway Improvement Cost: $746,000,  Total Project Cost: $2,019,000 ( 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: 201638,  Location: 0.8 MI N OF HORNELL (Lat: 42.365792,  Lng: -77.667997),  Route carried "on" structure: Other road ,  Year Built: 1932,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 232 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 325 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CARRINGTON CREEK,  Facility Carried by Structure: LOON LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $752,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221716,  Location: 1.9 MI SW OF HORNELL (Lat: 42.309728,  Lng: -77.679336),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2040),  Design Load: HS 20,  Features Intersected: CROSBY CREEK,  Facility Carried by Structure: HONEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.843,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $599,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $950,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221717,  Location: 1.5 MI NW OF CANISTEO (Lat: 42.286242,  Lng: -77.624503),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 283 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 396 (year 2040),  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: MAGEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 47.0 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: 36.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $537,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $852,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221718,  Location: 2.3 MILES N OF CANISTEO (Lat: 42.303894,  Lng: -77.607981),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 136 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Features Intersected: CUNNINGHAM CREEK,  Facility Carried by Structure: CUNNINGHAM CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $224,000 ( Estimate for 2021)

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Structure Number: 22172,  Location: 2.9 MI NORTH OF CANISTEO (Lat: 42.311381,  Lng: -77.607317),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 136 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CUNNINGHAM CREEK,  Facility Carried by Structure: CUNNINGHAM CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 9.4m (30.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $799,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221721,  Location: 2.7 MILES EAST OF HORNELL (Lat: 42.316436,  Lng: -77.603750),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 136 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CUNNINGHAM CREEK,  Facility Carried by Structure: CUNNINGHAM CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 82.6 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: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333381,  Location: 1.5 MI S OF HORNELL (Lat: 42.305672,  Lng: -77.654669),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,551 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,171 (year 2038),  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,018,000,  Roadway Improvement Cost: $1,767,000,  Total Project Cost: $4,786,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333382,  Location: 1.0 MI S OF ARKPORT (Lat: 42.375436,  Lng: -77.687742),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 404 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 499 (year 2040),  Design Load: HS 20,  Features Intersected: MARSH DITCH,  Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 13.4m (44.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $352,000,  Total Project Cost: $954,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 333383,  Location: .5 MILE SOUTH OF ARKPORT (Lat: 42.373136,  Lng: -77.689525),  Route carried "on" structure: Alternate County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 397 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 556 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 17.6m (57.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $377,000,  Total Project Cost: $1,022,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333384,  Location: 2.5 MI S OF ARKPORT (Lat: 42.366042,  Lng: -77.676675),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,343 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,136 (year 2040),  Design Load: HL 93,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.245,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,245,000,  Roadway Improvement Cost: $729,000,  Total Project Cost: $1,974,000 ( 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: 333386,  Location: 1.7 MILES WEST OF ARKPORT (Lat: 42.388278,  Lng: -77.727378),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 580 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 812 (year 2038),  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $493,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $782,000 ( Estimate for 2021)

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Structure Number: 333387,  Location: 0.8 MI W OF ARKPORT (Lat: 42.386019,  Lng: -77.727819),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 580 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 812 (year 2038),  Design Load: HS 20,  Features Intersected: CANISTEO RIVER,  Facility Carried by Structure: COUNTY ROAD 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $885,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $1,403,000 ( Estimate for 2021)

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Structure Number: 333388,  Location: 3.5 MILES SW OF HORNELL (Lat: 42.300319,  Lng: -77.712092),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 446 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 465 (year 2040),  Features Intersected: CROSBY CREEK,  Facility Carried by Structure: COUNTY ROAD 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $208,000 ( Estimate for 2021)

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Structure Number: 333389,  Location: 3.6 MILES SW OF HORNELL (Lat: 42.298189,  Lng: -77.713411),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 446 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20,  Features Intersected: CROSBY CREEK,  Facility Carried by Structure: COUNTY ROAD 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.393,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 12.2m (40.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $606,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 33339,  Location: 3.7 MI SW OF HORNELL (Lat: 42.294867,  Lng: -77.715408),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 446 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CROSBY CREEK,  Facility Carried by Structure: COUNTY ROAD 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 18.5m (60.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Poor,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $712,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333473,  Location: 0.3 MI NE OF N.HORNELL (Lat: 42.364281,  Lng: -77.648044),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1993,  Status: Posted for load-capacity,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,058 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,146 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,841,000,  Roadway Improvement Cost: $1,078,000,  Total Project Cost: $2,919,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 333474,  Location: 1.1 MILES NE OF N HORNELL (Lat: 42.357156,  Lng: -77.654478),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,058 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,146 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  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: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Meets minimum limits,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,023,000,  Roadway Improvement Cost: $599,000,  Total Project Cost: $1,622,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing