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

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Structure Number: 104236,  Location: 0.5 MI N JCT RT 237+262 (Lat: 43.086639,  Lng: -78.065278),  Route carried "on" structure: State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,844 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,923 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.068,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $566,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 104237,  Location: 0.7 MI N JCT RTS 237 &262 (Lat: 43.089622,  Lng: -78.065919),  Route carried "on" structure: State highway 237,  Year Built: 1986,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,844 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,923 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.309,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $952,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104238,  Location: 1.0 MI N JCT RTS 237+262 (Lat: 43.093644,  Lng: -78.066614),  Route carried "on" structure: State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,844 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,923 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.4 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: 47.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $691,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104374,  Location: JCT RTE262+BLACK CK BYRON (Lat: 43.079847,  Lng: -78.068544),  Route carried "on" structure: State highway 262,  Year Built: 1949,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,776 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,852 (year 2040),  Design Load: H 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.329,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $1,163,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331518,  Location: 1.3 MILES NW OF BYRON (Lat: 43.090528,  Lng: -78.076069),  Route carried "on" structure: Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 206 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 288 (year 2037),  Design Load: HL 93,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: TOWER HILL ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 2.526,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Fair,  Culverts: Excellent,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 331519,  Location: 1.0 MI NE BYRON (Lat: 43.092189,  Lng: -78.055636),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 115 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 161 (year 2037),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: COLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.0 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: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $467,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 33152,  Location: 1 MI EAST OF WEEDSPORT (Lat: 43.091775,  Lng: -78.073961),  Route carried "on" structure: County highway ,  Year Built: 1939,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,280 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,792 (year 2040),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: BYRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.165,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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 minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $592,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331521,  Location: 1.6 MI NE PUMPKIN HILL (Lat: 43.109006,  Lng: -78.038853),  Route carried "on" structure: County highway ,  Year Built: 1939,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 450 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 630 (year 2037),  Design Load: H 20,  Features Intersected: TRIB BLACK CREEK,  Facility Carried by Structure: WARBOYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.656,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 46.0 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $283,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331524,  Location: 1.5 MI WEST OF S.BYRON (Lat: 43.048858,  Lng: -78.095103),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 419 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 587 (year 2040),  Features Intersected: BIGELOW CREEK,  Facility Carried by Structure: WALKERS CORNRS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.082,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 75.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $242,000 ( Estimate for 2021)

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Structure Number: 331525,  Location: 0.2 MI W S.BYRON (Lat: 43.048156,  Lng: -78.069375),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 357 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: WALKERS CORNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.174,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 74.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $570,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $903,000 ( Estimate for 2021)

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Structure Number: 331529,  Location: 1 MILE SOUTH OF BYRON (Lat: 43.066225,  Lng: -78.064839),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 420 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 588 (year 2037),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: COCKRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.135,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $418,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 704235,  Location: 1.7 MI N JCT RTS 237+I490 (Lat: 43.047258,  Lng: -78.065642),  Route carried "under" structure: Alternate State highway 237,  Year Built: 1904,  Structure Length: 0. m,  Average Daily Traffic: 2,044 (year 2002),  Features Intersected: RTE 237,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 7.562,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.2m (36.7ft)