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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 55 meters (180ft)
Total average daily traffic: 98,755
Total average daily truck traffic: 8,467
National Bridge Inventory (NBI) Registered Bridges for Dover

New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 4
  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 5

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 7903154,  Location: 1.62 MI. N. OF US 250 (Lat: 40.513333,  Lng: -81.486667),  Route carried "on" structure: Interstate 77,  Year Built: 1963,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 19,395 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 26,428 (year 2024),  Design Load: HS 20,  Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7903189,  Location: 1.62 MI. N. OF US 250 (Lat: 40.513333,  Lng: -81.486667),  Route carried "on" structure: Interstate 77,  Year Built: 1963,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 19,395 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 26,428 (year 2024),  Design Load: HS 20,  Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7906633,  Location: 2.72 MI. N. OF JCT. SR39 (Lat: 40.520000,  Lng: -81.473333),  Route carried "on" structure: State highway 800,  Year Built: 1939,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.98m (32.74ft),  Average Daily Traffic: 18,050 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,721 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.080,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: December 2001,  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: 7930496,  Location: .2 MILE N.E. OF JCT SR516 (Lat: 40.551667,  Lng: -81.560000),  Route carried "on" structure: County highway C0080,  Year Built: 2001,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,687 (year 1999),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,342 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF BROAD RUN CREE,  Facility Carried by Structure: COUNTY ROUTE 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7932502,  Location: 200 FT NORTH OF JCT SR516 (Lat: 40.551667,  Lng: -81.560000),  Route carried "on" structure: County highway C0078,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 488 (year 1999),  Truck Traffic: 21%,  Average Future Daily Traffic: 677 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BROAD CREEK,  Facility Carried by Structure: COUNTY ROUTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7932596,  Location: 200 FT N OF JCT SR39 (Lat: 40.510000,  Lng: -81.525000),  Route carried "on" structure: County highway T0374,  Year Built: 2003,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 2003),  Average Future Daily Traffic: 69 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: TWP ROAD 374
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),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7937261,  Location: 600 FT S 0F JCT 19TH ST (Lat: 40.520000,  Lng: -81.473333),  Route carried "on" structure: City street MOSAV,  Year Built: 2002,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 9,200 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,770 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GOETTGE RUN,  Facility Carried by Structure: WOOSTER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7937334,  Location: 200 FT S OF JCT 14TH ST (Lat: 40.530000,  Lng: -81.506667),  Route carried "on" structure: City street MALNT,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,000 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,776 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GOETTGE RUN,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7960018,  Location: 100' S OF FRONT ST. JCT. (Lat: 40.516667,  Lng: -81.476667),  Route carried "on" structure: City street TUSAV,  Year Built: 1907,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 13,000 (year 1951),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,044 (year 2027),  Features Intersected: TUSCARAWAS RIVER,  Facility Carried by Structure: TUSCARAWAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 24.3 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Critical Feature Inspection Date: December 1995,  Underwater Inspection Date: December 1994,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7960123,  Location: 500' W OF WOOSTER AVE (Lat: 40.535000,  Lng: -81.486667),  Route carried "on" structure: City street W15ST,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 500 (year 1951),  Truck Traffic: 8%,  Average Future Daily Traffic: 694 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: GOETTGE RUN,  Facility Carried by Structure: WEST 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 36.9 metric tons,  Inventory Rating: 27.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7960166,  Location: 750' E OF S.R. 39 JCT (Lat: 40.518333,  Lng: -81.485000),  Route carried "on" structure: City street 4THST,  Year Built: 1977,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 1,490 (year 1991),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,068 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BALTIMORE OHIO RAILROAD,  Facility Carried by Structure: 4TH ST. CONNECTION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 36.9 metric tons,  Inventory Rating: 27.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7903154,  Location: 1.62 MI. N. OF US 250 (Lat: 40.513333,  Lng: -81.486667),  Route carried "under" structure: State highway 39,  Year Built: 1963,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 6,750 (year 2006),  Truck Traffic: 4%,  Features Intersected: I 77,  Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.808,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 7903189,  Location: 1.62 MI. N. OF US 250 (Lat: 40.513333,  Lng: -81.486667),  Route carried "under" structure: State highway 39,  Year Built: 1963,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 6,750 (year 2006),  Truck Traffic: 4%,  Features Intersected: I 77,  Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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