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Bridge Statistics for Vermilion, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 76 meters (249ft)
Total costs: $1,028,000
Total average daily traffic: 217,600
Total average daily truck traffic: 22,225
National Bridge Inventory (NBI) Registered Bridges for Vermilion
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New bridges - Historical Statistics

  • 1910-1919: 1
  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 8
  • 1980-1989: 0
  • 1990-1999: 1
  • 2000-2009: 0
  • 2010-2012: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 2202344,  Location: .60 MI W LOR. CO. LINE (Lat: 41.421997,  Lng: -82.358936),  Route carried "on" structure: US 6,  Year Built: 1928,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 14,140 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,626 (year 2033),  Design Load: HS 20,  Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 46.430,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 73.2m (240.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.16m (36.61ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Critical Feature Inspection Date: Febuary 12,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $400,000 ( Estimate for 2004),  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: 2202514,  Location: .8 MILES N OF SR.2 (Lat: 41.408333,  Lng: -82.363889),  Route carried "on" structure: State highway 60,  Year Built: 2010,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 10,220 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,061 (year 2032),  Design Load: HS 25,  Features Intersected: EDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11
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Structure Number: 2231271,  Location: OVER EDSON CR (Lat: 41.410158,  Lng: -82.369411),  Route carried "on" structure: County highway T0071,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 69 (year 2033),  Design Load: HS 20,  Features Intersected: HABER RD-EDSON CR-V105,  Facility Carried by Structure: HABER RD TR71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4700597,  Location: .80 MI E ERIE CO LINE (Lat: 41.424778,  Lng: -82.331572),  Route carried "on" structure: US 6,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 11,740 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,295 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER N&W R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Critical Feature Inspection Date: July 10,  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: 4707834,  Location: 1.07 MI E OF ERIE CO LINE (Lat: 41.403578,  Lng: -82.326539),  Route carried "on" structure: City street 70,  Year Built: 1973,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 14,330 (year 1988),  Truck Traffic: 15%,  Average Future Daily Traffic: 38,531 (year 2033),  Design Load: HS 20,  Features Intersected: OVER LOR-002 -0106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 470785,  Location: 1.51 MI E OF ERIE CO LINE (Lat: 41.403689,  Lng: -82.318183),  Route carried "on" structure: City street INTER,  Year Built: 1973,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 15,160 (year 1988),  Truck Traffic: 15%,  Average Future Daily Traffic: 40,030 (year 2033),  Design Load: HS 20,  Features Intersected: OVER LOR-002 -0151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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 desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4707877,  Location: 2.23 MI E OF ERIE CO LINE (Lat: 41.403489,  Lng: -82.304231),  Route carried "on" structure: City street 98,  Year Built: 1973,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 15,160 (year 1988),  Truck Traffic: 15%,  Average Future Daily Traffic: 40,030 (year 2033),  Design Load: HS 20,  Features Intersected: OVER LOR-002 -0223
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4707893,  Location: 2.62 MI E OF ERIE CO LINE (Lat: 41.403464,  Lng: -82.296703),  Route carried "on" structure: City street 97,  Year Built: 1973,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 22,120 (year 1988),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,030 (year 2033),  Design Load: HS 20,  Features Intersected: OVER LOR-002 -0262
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
Structure Number: 476621,  Location: NO DATA,  Route carried "on" structure: City street 101,  Year Built: 1910,  Status: Closed,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 400 (year 1951),  Average Future Daily Traffic: 539 (year 2008),  Features Intersected: CNRL RR HIBRGE RD(CLOSED,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Imminent failure,  Superstructure: Critical,  Substructure: Poor,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 88,  Bridge Improvement Cost: $528,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $628,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4707834,  Location: 1.07 MI E OF ERIE CO LINE (Lat: 41.403578,  Lng: -82.326539),  Route carried "under" structure: State highway 2,  Year Built: 1973,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 27,760 (year 2008),  Truck Traffic: 11%,  Features Intersected: UNDER VERMILION RD TH-7,  Facility Carried by Structure: T-70 VERMILION RD
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.172,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 470785,  Location: 1.51 MI E OF ERIE CO LINE (Lat: 41.403689,  Lng: -82.318183),  Route carried "under" structure: State highway 2,  Year Built: 1973,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 28,840 (year 2008),  Truck Traffic: 10%,  Features Intersected: UNDER VERMILION RD INT,  Facility Carried by Structure: T-70 INTERCHANGE
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 4707877,  Location: 2.23 MI E OF ERIE CO LINE (Lat: 41.403489,  Lng: -82.304231),  Route carried "under" structure: State highway 2,  Year Built: 1973,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 28,840 (year 2008),  Truck Traffic: 10%,  Features Intersected: UNDER SUNNYSIDE RD TH-9,  Facility Carried by Structure: T-98 SUNNYSIDE RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.359,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 4707893,  Location: 2.62 MI E OF ERIE CO LINE (Lat: 41.403464,  Lng: -82.296703),  Route carried "under" structure: State highway 2,  Year Built: 1973,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 28,840 (year 2008),  Truck Traffic: 10%,  Features Intersected: UNDER CLAUS RD TH-97,  Facility Carried by Structure: T-97 CLAUS RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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