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

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Structure Number: 102448,  Location: .2 mi S of Collins Ctr Rd (Lat: 42.494483,  Lng: -78.928750),  Route carried "on" structure: US 62,  Year Built: 2007,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,355 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,375 (year 2040),  Design Load: HL 93,  Features Intersected: SOUTH BRANCH CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,838,000,  Roadway Improvement Cost: $1,076,000,  Total Project Cost: $2,914,000 ( 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: 102449,  Location: 1.8 MI E JCT RTS 39 + 62 (Lat: 42.495858,  Lng: -78.893192),  Route carried "on" structure: State highway 39,  Year Built: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,579 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,775 (year 2040),  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.561,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $888,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 102811,  Location: 2.0 MI N JCT RTS 62 & 438 (Lat: 42.498981,  Lng: -78.928847),  Route carried "on" structure: US 62,  Year Built: 1996,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 3,279 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,294 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $982,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $1,557,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102812,  Location: 2.5 MI N JCT RTS 62 & 438 (Lat: 42.509592,  Lng: -78.931244),  Route carried "on" structure: US 62,  Year Built: 1996,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,279 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,294 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 26.5m (86.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $511,000,  Total Project Cost: $1,384,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102813,  Location: .2 mi N of Lenox Rd (Lat: 42.522028,  Lng: -78.932575),  Route carried "on" structure: US 62,  Year Built: 2008,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 3,279 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,294 (year 2040),  Design Load: HL 93,  Features Intersected: N.BRANCH CLEAR CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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 desirable criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,111,000,  Roadway Improvement Cost: $1,822,000,  Total Project Cost: $4,933,000 ( 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: 332831,  Location: 5.4 MI NW OF EAST OTTO (Lat: 42.456158,  Lng: -78.812922),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 166 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 232 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CATTARAUGUS CREEK,  Facility Carried by Structure: ZOAR OTTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.6 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: 55.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,997,000,  Roadway Improvement Cost: $1,169,000,  Total Project Cost: $3,167,000 ( 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: 332832,  Location: 1.7 MILES S OF LAWTONS (Lat: 42.516331,  Lng: -78.942617),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 1,056 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,478 (year 2040),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: TAYLOR HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.455,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,848,000,  Roadway Improvement Cost: $1,082,000,  Total Project Cost: $2,931,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332833,  Location: 1.1 MILES SW OF LAWTONS (Lat: 42.524561,  Lng: -78.940806),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 989 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,385 (year 2040),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: TAYLOR HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.404,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.3 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,365,000,  Roadway Improvement Cost: $799,000,  Total Project Cost: $2,164,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332834,  Location: 1.1 MILES SE OF LAWTONS (Lat: 42.527281,  Lng: -78.915367),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 270 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 378 (year 2040),  Design Load: HL 93,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: QUAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.475,  Lanes on structure: 2,  Owner: County 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: 40.5m (132.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 59.3 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: 45.7 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,627,000,  Roadway Improvement Cost: $953,000,  Total Project Cost: $2,580,000 ( 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: 332835,  Location: 1 MILE SE OF LAWTONS (Lat: 42.529558,  Lng: -78.914014),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Truck Traffic: 5%,  Features Intersected: N BR CLEAR CREEK,  Facility Carried by Structure: KETCHUM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Serious,  Superstructure: Critical,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $1,025,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,625,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332859,  Location: 2.6 MILES EAST OF COLLINS (Lat: 42.488406,  Lng: -78.876106),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 216 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 302 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: JENNINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $458,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33286,  Location: 3.1 MILES EAST OF LAWTONS (Lat: 42.530325,  Lng: -78.874794),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 662 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 927 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: JENNINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.841,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,486,000,  Roadway Improvement Cost: $2,041,000,  Total Project Cost: $5,527,000 ( 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: 332862,  Location: 1 MILE SOUTH OF COLLINS (Lat: 42.482489,  Lng: -78.918389),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,047 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,067 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: BAGDAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $651,000 ( Estimate for 2021)

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Structure Number: 605068,  Location: 1.5 MI NE OF VERSAILLES (Lat: 42.540628,  Lng: -78.982242),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,690 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,766 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: VERSAILLES PLANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $924,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $1,465,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 606071,  Location: 4.5 MI E JCT RT 438 + I90 (Lat: 42.542806,  Lng: -79.015175),  Route carried "on" structure: Other road 438,  Year Built: 1935,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,105 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,156 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.861,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $2,712,000,  Roadway Improvement Cost: $1,588,000,  Total Project Cost: $4,300,000 ( 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: 702814,  Location: 1 MI N OF COLLINS ON US62 (Lat: 42.522925,  Lng: -78.931633),  Route carried "under" structure: US 62,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 4,872 (year 1999),  Features Intersected: RTE 62,  Facility Carried by Structure: BUFFALO SOUTHERN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.241,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.8m (51.8ft)