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

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Structure Number: 101102,  Location: .1 MI S JCT SH 14 & SH 31 (Lat: 43.057464,  Lng: -76.993128),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 4,623 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,644 (year 2040),  Design Load: HS 20,  Features Intersected: DEPEW AVENUE, CSX TRANS/
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 2,  Lanes under 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: 4,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,415,000,  Roadway Improvement Cost: $2,000,000,  Total Project Cost: $5,415,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 102175,  Location: .3 MI W JCT SH 31 & SH 14 (Lat: 43.060508,  Lng: -76.997192),  Route carried "on" structure: State highway 31,  Year Built: 1936,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 9,148 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,190 (year 2040),  Design Load: HL 93,  Features Intersected: CANANDAIGUA OUTLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.063,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 21 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 or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2014,  Bridge Improvement Cost: $1,273,000,  Roadway Improvement Cost: $745,000,  Total Project Cost: $2,018,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 107927,  Location: 1.3 miles West of Rte 14 (Lat: 43.060292,  Lng: -77.016283),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,100 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,050 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RTE 31,  Facility Carried by Structure: State highway 3706
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.111,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 94.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $284,000 ( Estimate for 2021)

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Structure Number: 220767,  Location: 0.5 MI W OF LYONS (Lat: 43.063928,  Lng: -77.003308),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,775 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,485 (year 2037),  Design Load: HL 93,  Features Intersected: GANARGUA CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $904,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $1,434,000 ( 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: 225776,  Location: 1.2 MILES SE OF LYONS (Lat: 43.055758,  Lng: -76.975411),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 897 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,109 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: COUNTY ROAD 344
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: Town or Township 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: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,668,000,  Roadway Improvement Cost: $977,000,  Total Project Cost: $2,644,000 ( 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: 331477,  Location: .2 MILE WEST OF ALLOWAY (Lat: 43.023194,  Lng: -76.989889),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 517 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 724 (year 2037),  Design Load: HS 20,  Features Intersected: CANANDAIGUA OUTLT,  Facility Carried by Structure: ALLOWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.397,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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 desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $826,000,  Roadway Improvement Cost: $483,000,  Total Project Cost: $1,309,000 ( 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: 331822,  Location: 3.9 MI NE OF OAKS COR. (Lat: 42.983533,  Lng: -76.981719),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 135 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 189 (year 2037),  Design Load: HS 20,  Features Intersected: CANANDAIGUA OUTLT,  Facility Carried by Structure: GIFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $566,000,  Total Project Cost: $1,532,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 401103,  Location: JCT OF RTE 14 + ERIE CANL (Lat: 43.060981,  Lng: -76.992039),  Route carried "on" structure: State highway 14,  Year Built: 1991,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 8,568 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,408 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable 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: June 2021,  Bridge Improvement Cost: $1,999,000,  Roadway Improvement Cost: $1,171,000,  Total Project Cost: $3,170,000 ( 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: 402176,  Location: JCT OF RTE 31 + BARGE C (Lat: 43.059822,  Lng: -76.982731),  Route carried "on" structure: State highway 31,  Year Built: 1965,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 4,338 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,269 (year 2040),  Design Load: HS 20,  Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 31.6m (103.7ft)),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 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: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $2,748,000,  Roadway Improvement Cost: $1,609,000,  Total Project Cost: $4,358,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other Coated Reinforcing

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Structure Number: 443706,  Location: 0.2 MI NW JCT RTE 414 + C (Lat: 43.061794,  Lng: -76.996622),  Route carried "on" structure: Alternate City street ,  Year Built: 1919,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 2,808 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,474 (year 2040),  Design Load: HS 20,  Features Intersected: Canal Trailway, ERIE CAN,  Facility Carried by Structure: LEACH STREET
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 23.1m (75.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $3,945,000,  Roadway Improvement Cost: $2,310,000,  Total Project Cost: $6,255,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 443708,  Location: 1.3 MI W JCT RTE 414 (Lat: 43.062106,  Lng: -77.019061),  Route carried "on" structure: Other road ,  Year Built: 1919,  Status: Closed,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 317 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 444 (year 2037),  Features Intersected: ERIE CANAL,  Facility Carried by Structure: DRY DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 26.5m (86.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $957,000,  Roadway Improvement Cost: $560,000,  Total Project Cost: $1,517,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 101102,  Location: .1 MI S JCT SH 14 & SH 31 (Lat: 43.057464,  Lng: -76.993128),  Route carried "under" structure: Other road ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: DEPEW AVENUE, CSX TRANS/,  Facility Carried by Structure: RTE 14
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)