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

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Structure Number: 100125,  Location: 3.1 MI NE JCT RTS 5 + 60 (Lat: 42.510828,  Lng: -79.277061),  Route carried "on" structure: State highway 5,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,572 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,565 (year 2026),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $352,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101541,  Location: JCT RT 20 + I-90 (Lat: 42.512408,  Lng: -79.189264),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 4,843 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,741 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.082,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,075,000,  Roadway Improvement Cost: $623,000,  Total Project Cost: $1,698,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102441,  Location: 0.2 MI E JCT RTS 20 + 39 (Lat: 42.467883,  Lng: -79.271792),  Route carried "on" structure: State highway 39,  Year Built: 1932,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,222 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,720 (year 2025),  Features Intersected: SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $1,154,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 109013,  Location: 1.3 MI E JCT I-90 + 60 (Lat: 42.465389,  Lng: -79.294003),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 1,472 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,660 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: COUNTY ROUTE 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,944,000,  Roadway Improvement Cost: $1,156,000,  Total Project Cost: $3,100,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33255,  Location: 1.8 MI SW OF FORESTVILLE (Lat: 42.437694,  Lng: -79.196889),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 579 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 724 (year 2027),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $296,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332551,  Location: 1.3 MI E OF DUNKIRK (Lat: 42.489900,  Lng: -79.282589),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 870 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 981 (year 2025),  Design Load: HS 20,  Features Intersected: SCOTT CREEK,  Facility Carried by Structure: COUNTY ROAD 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $296,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332554,  Location: 2.8 MI NORTH OF SHERIDAN (Lat: 42.528439,  Lng: -79.237069),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 601 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 773 (year 2017),  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: COUNTY ROAD 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,338,000,  Roadway Improvement Cost: $796,000,  Total Project Cost: $2,134,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 336771,  Location: 4 MI EAST OF DUNKIRK (Lat: 42.477403,  Lng: -79.253728),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 619 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 774 (year 2020),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 77.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551145,  Location: 1.7 MI NE OF DUNKIRK INT (Lat: 42.473011,  Lng: -79.278414),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,096 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,366 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: CR80 NEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,663,000,  Roadway Improvement Cost: $989,000,  Total Project Cost: $2,652,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551146,  Location: 1.8 MI NE OF DUNKIRK INT (Lat: 42.472861,  Lng: -79.278031),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,464 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.162,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $487,000,  Total Project Cost: $1,305,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551147,  Location: 2.4 MI NE OF DUNKIRK INT (Lat: 42.478894,  Lng: -79.265703),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 385 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 480 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: NEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: 7.55m (24.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $487,000,  Total Project Cost: $1,305,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551148,  Location: 3.2 MI NE OF DUNKIRK INT (Lat: 42.486583,  Lng: -79.253014),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,464 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.541,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 52.1m (170.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $651,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551149,  Location: 4.3 MI NE OF DUNKIRK INT (Lat: 42.496725,  Lng: -79.236858),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,106 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,423 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: COUNTY ROUTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $651,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55115,  Location: 4.9 MI NE OF DUNKIRK INT (Lat: 42.501122,  Lng: -79.226069),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 78 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 97 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: O'BRIEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,564,000,  Roadway Improvement Cost: $930,000,  Total Project Cost: $2,494,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101541,  Location: JCT RT 20 + I-90 (Lat: 42.512408,  Lng: -79.189264),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 26%,  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.292,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 109013,  Location: 1.3 MI E JCT I-90 + 60 (Lat: 42.465389,  Lng: -79.294003),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: COUNTY ROUTE 81
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 551145,  Location: 1.7 MI NE OF DUNKIRK INT (Lat: 42.473011,  Lng: -79.278414),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: CR80 NEW ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.151,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 551147,  Location: 2.4 MI NE OF DUNKIRK INT (Lat: 42.478894,  Lng: -79.265703),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: NEWELL ROAD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 5.406,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 551149,  Location: 4.3 MI NE OF DUNKIRK INT (Lat: 42.496725,  Lng: -79.236858),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 26%,  Features Intersected: RTE I90,  Facility Carried by Structure: COUNTY ROUTE 79
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 8.528,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 55115,  Location: 4.9 MI NE OF DUNKIRK INT (Lat: 42.501122,  Lng: -79.226069),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 26%,  Features Intersected: RTE I90,  Facility Carried by Structure: O'BRIEN ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 9.557,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)