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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 16
Total length: 196 meters (643ft)
Total costs: $130,000
Total average daily traffic: 181,751
Total average daily truck traffic: 11,653
National Bridge Inventory (NBI) Registered Bridges for Coal Grove

New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 12
  • 1970-1979: 0
  • 1980-1989: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 4400755,  Location: 0.5 MI W OF SR 243 (Lat: 38.510000,  Lng: -82.653333),  Route carried "on" structure: City street WDLND,  Year Built: 1962,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 100 (year 1990),  Average Future Daily Traffic: 31,778 (year 2027),  Design Load: HS 20,  Features Intersected: US 52 EB & WB,  Facility Carried by Structure: WOODLAND CEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4400879,  Location: .36 MI E OF SR 243 (Lat: 38.495556,  Lng: -82.648333),  Route carried "on" structure: US 52,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 13,920 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,064 (year 2027),  Design Load: HS 20,  Features Intersected: MEMORIAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.870,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4400909,  Location: .36 MI E OF SR 243 (Lat: 38.495833,  Lng: -82.648889),  Route carried "on" structure: US 52,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 13,920 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,064 (year 2027),  Design Load: HS 20,  Features Intersected: MEMORIAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.870,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $130,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4400933,  Location: .72 MI E OF SR 243 (Lat: 38.491111,  Lng: -82.645000),  Route carried "on" structure: US 52,  Year Built: 1967,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 13,920 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,064 (year 2027),  Design Load: HS 20,  Features Intersected: LANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4400968,  Location: .72 MI E OF SR 243 (Lat: 38.491389,  Lng: -82.645278),  Route carried "on" structure: US 52,  Year Built: 1967,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 13,920 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,064 (year 2027),  Design Load: HS 20,  Features Intersected: LANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4400992,  Location: OHIO RIVER (Lat: 38.486389,  Lng: -82.639167),  Route carried "on" structure: City street OHIO,  Year Built: 1930,  Year Reconstructed: 1993,  Status: Temporarily open,  Structure Length: 69.37m (227.59ft),  Average Daily Traffic: 2,000 (year 1970),  Average Future Daily Traffic: 33,007 (year 2027),  Features Intersected: US 52 EAST BOUND,  Facility Carried by Structure: XXX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 10,  Length of Maximum Span: 225.2m (738.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: May 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4401018,  Location: OHIO RIVER (Lat: 38.485833,  Lng: -82.638889),  Route carried "on" structure: City street 13TH,  Year Built: 1989,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 10,000 (year 1990),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,382 (year 2027),  Design Load: HS 20,  Features Intersected: S.R 52 EAST BOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4403185,  Location: OVER US 52 (Lat: 38.500000,  Lng: -82.650000),  Route carried "on" structure: State highway 243,  Year Built: 1962,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 10,860 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,701 (year 2024),  Design Load: H 20,  Features Intersected: US ROUTE 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4400755,  Location: 0.5 MI W OF SR 243 (Lat: 38.510000,  Lng: -82.653333),  Route carried "under" structure: US 52,  Year Built: 1962,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 24,731 (year 2005),  Truck Traffic: 8%,  Features Intersected: WOODLAND CEMETERY ROAD,  Facility Carried by Structure: WOODLAND CEM ROAD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.528,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 4400879,  Location: .36 MI E OF SR 243 (Lat: 38.495556,  Lng: -82.648333),  Route carried "under" structure: City street MEMRL,  Year Built: 1967,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 4400909,  Location: .36 MI E OF SR 243 (Lat: 38.495833,  Lng: -82.648889),  Route carried "under" structure: City street MEMRL,  Year Built: 1967,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 4400933,  Location: .72 MI E OF SR 243 (Lat: 38.491111,  Lng: -82.645000),  Route carried "under" structure: City street LANE,  Year Built: 1967,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 4400968,  Location: .72 MI E OF SR 243 (Lat: 38.491389,  Lng: -82.645278),  Route carried "under" structure: City street LANE,  Year Built: 1967,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 4400992,  Location: OHIO RIVER (Lat: 38.486389,  Lng: -82.639167),  Route carried "under" structure: US 52,  Year Built: 1930,  Structure Length: 69.37m (227.59ft),  Average Daily Traffic: 25,070 (year 2005),  Truck Traffic: 5%,  Features Intersected: 12TH ST ASHLAND COAL GRO,  Facility Carried by Structure: XXX
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 225.2m (738.8ft)

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Structure Number: 4401018,  Location: OHIO RIVER (Lat: 38.485833,  Lng: -82.638889),  Route carried "under" structure: US 52,  Year Built: 1989,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 25,070 (year 2005),  Truck Traffic: 5%,  Features Intersected: 13TH ST BR OVER OH RIVER,  Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 1.823,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 4403185,  Location: OVER US 52 (Lat: 38.500000,  Lng: -82.650000),  Route carried "under" structure: US 52,  Year Built: 1962,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 27,840 (year 2005),  Truck Traffic: 7%,  Features Intersected: SR 243,  Facility Carried by Structure: SR 243
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.629,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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