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

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Structure Number: 100124,  Location: 6.1 MI NE JCT RTS 5 + 380 (Lat: 42.475464,  Lng: -79.365219),  Route carried "on" structure: State highway 5,  Year Built: 1930,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,588 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,045 (year 2026),  Design Load: HS 20,  Features Intersected: CANADAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.979,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $643,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102789,  Location: 0.8 MI NW JCT RTS 20 & 60 (Lat: 42.461428,  Lng: -79.313853),  Route carried "on" structure: State highway 60,  Year Built: 1957,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 13,862 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,873 (year 2025),  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.436,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $3,366,000,  Roadway Improvement Cost: $1,953,000,  Total Project Cost: $5,319,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221239,  Location: 0.8 MI SW OF DUNKIRK (Lat: 42.460697,  Lng: -79.364894),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 600 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 772 (year 2025),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: CHESTNUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $334,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332424,  Location: 0.6 MI SW OF CITY DUNKIRK (Lat: 42.462400,  Lng: -79.363925),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 825 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,028 (year 2023),  Features Intersected: CANADAWAY CREEK,  Facility Carried by Structure: WEST WILLOW 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $595,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5511321,  Location: 2.9 MI W OF DUNKIRK INT (Lat: 42.457142,  Lng: -79.361214),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,715 (year 2000),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,054 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: CANADAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.753,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $891,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $1,421,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551142,  Location: 2.6 MI W OF DUNKIRK INT (Lat: 42.458228,  Lng: -79.355533),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 1,274 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,436 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: TEMPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  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: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,528,000,  Roadway Improvement Cost: $1,466,000,  Total Project Cost: $3,994,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551143,  Location: 2.1 MI W OF DUNKIRK INT (Lat: 42.458858,  Lng: -79.346228),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 4,714 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,067 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: BRIGHAM 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: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 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: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,227,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,519,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551144,  Location: AT EXIT 59 OF I90-DUNKIRK (Lat: 42.462011,  Lng: -79.305878),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1955,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 4,940 (year 2001),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,402 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: EXIT 59 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,491,000,  Roadway Improvement Cost: $865,000,  Total Project Cost: $2,356,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102789,  Location: 0.8 MI NW JCT RTS 20 & 60 (Lat: 42.461428,  Lng: -79.313853),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 19,388 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 60
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.869,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 551142,  Location: 2.6 MI W OF DUNKIRK INT (Lat: 42.458228,  Lng: -79.355533),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 19,388 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: TEMPLE STREET
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 41.335,  Lanes on structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 551143,  Location: 2.1 MI W OF DUNKIRK INT (Lat: 42.458858,  Lng: -79.346228),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 19,388 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: BRIGHAM ROAD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 42.108,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 551144,  Location: AT EXIT 59 OF I90-DUNKIRK (Lat: 42.462011,  Lng: -79.305878),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 25,672 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I90,  Facility Carried by Structure: EXIT 59 RAMP
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 770737,  Location: 0.8 MI W OF DUNKIRK (Lat: 42.463892,  Lng: -79.367783),  Route carried "under" structure: County highway ,  Year Built: 1896,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 4%,  Features Intersected: WILLOW ROAD, CO RTE 98W,  Facility Carried by Structure: CSX TRANSPORT
Minimum Vertical Clearance: 0.35m (1.15ft),  Kilometerpoint: 0.000,  Material/Design: Aluminum, Iron,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 770738,  Location: 0.8 MI W OF DUNKIRK (Lat: 42.463425,  Lng: -79.367133),  Route carried "under" structure: County highway ,  Year Built: 1915,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,839 (year 2007),  Truck Traffic: 4%,  Features Intersected: WILLOW RD-C R 98W,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 0.193,  Lanes under structure: 2,  Length of Maximum Span: 8.5m (27.9ft)