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

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Structure Number: 100136,  Location: 5.2 MI NE JCT RTS 5 + 249 (Lat: 42.657033,  Lng: -79.035708),  Route carried "on" structure: State highway 5,  Year Built: 1928,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 8,653 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,693 (year 2040),  Features Intersected: BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.971,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $1,058,000,  Total Project Cost: $2,865,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100137,  Location: 8.3 MI NE JCT SH 5 & US20 (Lat: 42.669508,  Lng: -79.027589),  Route carried "on" structure: State highway 5,  Year Built: 1927,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,653 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,693 (year 2040),  Features Intersected: LITTLE SISTER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.548,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $802,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100138,  Location: 5.2 MI NE JCT RTS 5 + 323 (Lat: 42.708775,  Lng: -78.963597),  Route carried "on" structure: State highway 5,  Year Built: 1931,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 10,493 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,542 (year 2040),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.466,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 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 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: 14.59m (47.87ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $13,030,000,  Roadway Improvement Cost: $7,630,000,  Total Project Cost: $20,660,000 ( 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: 101544,  Location: 0.8 MI NE JCT RTS 20 +323 (Lat: 42.629189,  Lng: -79.008342),  Route carried "on" structure: US 20,  Year Built: 1929,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,519 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,580 (year 2040),  Features Intersected: BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,804,000,  Roadway Improvement Cost: $1,056,000,  Total Project Cost: $2,860,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104572,  Location: 1.8 MI SE OF ANGOLA (Lat: 42.613028,  Lng: -79.017169),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 2,049 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,869 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 9 ANGOLA BRANT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.133,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.0 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: 34.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,608,000,  Roadway Improvement Cost: $2,699,000,  Total Project Cost: $7,307,000 ( 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: 104574,  Location: .4 MILE S JCT SH 5 & CR 9 (Lat: 42.654961,  Lng: -79.033597),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,039 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,285 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.298,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 42.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $484,000,  Total Project Cost: $1,311,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107747,  Location: 2.8 MI NW JCT RTS 5 & 249 (Lat: 42.629778,  Lng: -79.053794),  Route carried "on" structure: State highway 5,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,577 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,603 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.624,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $434,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $688,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 22132,  Location: 1.5 MI. NE OF FARNHAM (Lat: 42.614933,  Lng: -79.081444),  Route carried "on" structure: Other road ,  Year Built: 1933,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 618 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 865 (year 2036),  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: REEVES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $939,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226381,  Location: 1.3 MI NE OF DERBY (Lat: 42.695953,  Lng: -78.957808),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 667 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 934 (year 2040),  Design Load: HS 20,  Features Intersected: CSX/AMTRAK (&NSRR), NORF,  Facility Carried by Structure: OVERHEAD BRDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,514,000,  Roadway Improvement Cost: $2,058,000,  Total Project Cost: $5,572,000 ( 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: 226878,  Location: 1.66 MI W VILLAGE ANGOLA (Lat: 42.644181,  Lng: -79.063194),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 18 (year 2018),  Average Future Daily Traffic: 25 (year 2038),  Features Intersected: DELAWARE CREEK,  Facility Carried by Structure: AHLERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $756,000,  Roadway Improvement Cost: $443,000,  Total Project Cost: $1,199,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 332739,  Location: 2.4 MI NW OF N COLLINS (Lat: 42.624167,  Lng: -78.968972),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1980,  Status: Posted for load-capacity,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 2,479 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,471 (year 2037),  Design Load: HS 20,  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: VERSAILLES PLANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 84.6 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $2,499,000,  Roadway Improvement Cost: $1,463,000,  Total Project Cost: $3,963,000 ( 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: 33274,  Location: 2.9 MILES EAST OF ANGOLA (Lat: 42.639783,  Lng: -78.970372),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Posted for load-capacity,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,479 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,471 (year 2037),  Features Intersected: TRB BIG SISTER CK,  Facility Carried by Structure: VERSAILLES PLANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $417,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $661,000 ( Estimate for 2021)

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Structure Number: 332745,  Location: 1.4 MI W JCT SH 5 & SH323 (Lat: 42.657794,  Lng: -79.059258),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 584 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 722 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: LAKE SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.072,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: 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: August 2020,  Bridge Improvement Cost: $2,039,000,  Roadway Improvement Cost: $1,194,000,  Total Project Cost: $3,232,000 ( 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: 332748,  Location: 2 MILES NORTH OF FARNHAM (Lat: 42.623933,  Lng: -79.094344),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,895 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,344 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: LAKE SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.020,  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: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Equal to present desirable 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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $637,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $1,010,000 ( Estimate for 2021)

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Structure Number: 332749,  Location: 1.75 MILES WEST OF ANGOLA (Lat: 42.643542,  Lng: -79.062581),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,861 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,539 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE CREEK,  Facility Carried by Structure: LAKE SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,003,000,  Roadway Improvement Cost: $587,000,  Total Project Cost: $1,590,000 ( Estimate for 2021)

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Structure Number: 33275,  Location: 1.3 MI NW OF EVANS CENTER (Lat: 42.667175,  Lng: -79.057428),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,034 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,279 (year 2040),  Features Intersected: LITTLE SISTER CRK,  Facility Carried by Structure: LAKE SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $859,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332751,  Location: .9 MI NW OF EVANS CENTER (Lat: 42.667531,  Lng: -79.045642),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Posted for load-capacity,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 453 (year 2017),  Average Future Daily Traffic: 634 (year 2037),  Features Intersected: LITTLE SISTER CRK,  Facility Carried by Structure: DENNIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: October 2020,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $354,000,  Total Project Cost: $959,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332778,  Location: 3.5 MILES NE OF ANGOLA (Lat: 42.669539,  Lng: -79.002564),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 942 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,319 (year 2037),  Design Load: HS 20,  Features Intersected: LITTLE SISTER CRK,  Facility Carried by Structure: DELAMATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $951,000,  Roadway Improvement Cost: $557,000,  Total Project Cost: $1,508,000 ( 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: 332779,  Location: 1.5 MI WEST OF LAKEVIEW (Lat: 42.712353,  Lng: -78.966417),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,669 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,065 (year 2040),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: LAKESHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.932,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,089,000,  Roadway Improvement Cost: $1,809,000,  Total Project Cost: $4,898,000 ( 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: 332782,  Location: 2.4 MILES NW OF N COLLINS (Lat: 42.624144,  Lng: -78.967728),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 357 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HL 93,  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: PONTIAC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 73.2 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: 56.4 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $1,474,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 332786,  Location: 2.25 MILES SW OF ANGOLA (Lat: 42.633486,  Lng: -78.982300),  Route carried "on" structure: Other road ,  Year Built: 1955,  Status: Posted for load-capacity,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 76 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 106 (year 2036),  Design Load: H 20,  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: RYTHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: 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: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 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 minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,426,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $2,261,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336225,  Location: .8 MILE NORTH OF ANGOLA (Lat: 42.651272,  Lng: -79.028406),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,643 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,270 (year 2040),  Features Intersected: BIG SISTER CREEK,  Facility Carried by Structure: EDEN-EVANS CTR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,041,000,  Roadway Improvement Cost: $1,195,000,  Total Project Cost: $3,236,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 336234,  Location: 1.8 MILES NORTH OF BRANT (Lat: 42.613492,  Lng: -79.019736),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 163 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 228 (year 2037),  Features Intersected: BR BIG SISTER CRK,  Facility Carried by Structure: CAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.457,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 27.5 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: 21.4 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $178,000 ( Estimate for 2021)

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Structure Number: 551232,  Location: 3 MI SW EXIT 57A OF I90 (Lat: 42.628303,  Lng: -78.998544),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 313 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 438 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: PONTIAC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.16m (43.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,999,000,  Roadway Improvement Cost: $2,927,000,  Total Project Cost: $7,927,000 ( 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: 5512331,  Location: 2.6 MI.SW OF I-90 INT 57A (Lat: 42.631556,  Lng: -78.994878),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 11,878 (year 2014),  Truck Traffic: 23%,  Design Load: HS 20,  Features Intersected: BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 720.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Superior 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: August 2021,  Bridge Improvement Cost: $5,121,000,  Roadway Improvement Cost: $2,999,000,  Total Project Cost: $8,120,000 ( 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: 5512332,  Location: 2.6 MI.SW OF I-90 INT 57A (Lat: 42.631397,  Lng: -78.994267),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 9,870 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,754 (year 2040),  Design Load: HS 20,  Features Intersected: BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.231,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Superior 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: August 2021,  Bridge Improvement Cost: $5,128,000,  Roadway Improvement Cost: $3,003,000,  Total Project Cost: $8,131,000 ( 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: 551236,  Location: 2.1 MI.E OF ANGOLA (Lat: 42.641542,  Lng: -78.981808),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 232 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 325 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 489 GOWANS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.894,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,586,000,  Roadway Improvement Cost: $2,100,000,  Total Project Cost: $5,685,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551237,  Location: 0.7 MI. SW OF INT.57A (Lat: 42.652500,  Lng: -78.967897),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 4,968 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,017 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EVANS CTR-EDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.374,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 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: 38.6 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.93m (32.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,898,000,  Roadway Improvement Cost: $2,283,000,  Total Project Cost: $6,180,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5512389,  Location: 3.3 MI W OF EDEN (Lat: 42.659269,  Lng: -78.961092),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1971,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 191 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 227 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: 90IX EXIT 57A RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.22m (26.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,276,000,  Roadway Improvement Cost: $3,675,000,  Total Project Cost: $9,952,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551239,  Location: 1.1 MI NE EXIT 57A OF I90 (Lat: 42.673886,  Lng: -78.947842),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 707 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: STURGEON POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.337,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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 minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,094,000,  Roadway Improvement Cost: $1,226,000,  Total Project Cost: $3,320,000 ( 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: 55124,  Location: 1.1 MI NE EXIT 57A OF I90 (Lat: 42.673892,  Lng: -78.946817),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 707 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: STURGEON POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.434,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 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 minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,094,000,  Roadway Improvement Cost: $1,226,000,  Total Project Cost: $3,320,000 ( 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: 5512531,  Location: 4.2 MI SW OF INT 57A (Lat: 42.612189,  Lng: -79.018994),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,878 (year 2014),  Truck Traffic: 23%,  Design Load: HS 20+Mod,  Features Intersected: TRIB BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 722.940,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 74.9 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,  Waterway Adequacy: Superior to present desirable 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: August 2020,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $387,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5512532,  Location: 4.2 MI SW OF INT 57A (Lat: 42.611856,  Lng: -79.018800),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,870 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 11,754 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB BIG SISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.286,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 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,  Waterway Adequacy: Superior to present desirable 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: August 2020,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $387,000 ( Estimate for 2021)

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Structure Number: 104572,  Location: 1.8 MI SE OF ANGOLA (Lat: 42.613028,  Lng: -79.017169),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 23,662 (year 1999),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 9 ANGOLA BRANT
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 722.715,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 551232,  Location: 3 MI SW EXIT 57A OF I90 (Lat: 42.628303,  Lng: -78.998544),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 1977),  Features Intersected: RTE I90,  Facility Carried by Structure: PONTIAC RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 720.478,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 551234,  Location: 2.1 MI.SW OF I-90 INT 57A (Lat: 42.636042,  Lng: -78.989519),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 1977),  Features Intersected: RTE I90,  Facility Carried by Structure: ANGOLA PED WALK
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 719.384,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 551235,  Location: 1.9 MI.E OF ANGOLA (Lat: 42.635414,  Lng: -78.988758),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 6,750 (year 1977),  Features Intersected: RTE I90,  Facility Carried by Structure: ANGOLA PED
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 719.400,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 551236,  Location: 2.1 MI.E OF ANGOLA (Lat: 42.641542,  Lng: -78.981808),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 23,662 (year 2015),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CR 489 GOWANS RD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 718.451,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 551237,  Location: 0.7 MI. SW OF INT.57A (Lat: 42.652500,  Lng: -78.967897),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 23,662 (year 2015),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: EVANS CTR-EDEN RD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 716.810,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 5512389,  Location: 3.3 MI W OF EDEN (Lat: 42.659269,  Lng: -78.961092),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,604 (year 1977),  Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 715.796,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 551239,  Location: 1.1 MI NE EXIT 57A OF I90 (Lat: 42.673886,  Lng: -78.947842),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 17,919 (year 2013),  Features Intersected: RTE I90,  Facility Carried by Structure: STURGEON POINT RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 713.897,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 55124,  Location: 1.1 MI NE EXIT 57A OF I90 (Lat: 42.673892,  Lng: -78.946817),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 17,983 (year 2013),  Features Intersected: RTE I90,  Facility Carried by Structure: STURGEON POINT RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 713.881,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 7213182,  Location: 2.3 MI E OF EVANS CENTER (Lat: 42.668364,  Lng: -78.992753),  Route carried "under" structure: Other road ,  Year Built: 1914,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: BURNS ROAD,  Facility Carried by Structure: CSX TRANS/ AMTRAK
Minimum Vertical Clearance: 3.47m (11.38ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)