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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 84 meters (276ft)
Total average daily traffic: 454,350
Total average daily truck traffic: 49,759
National Bridge Inventory (NBI) Registered Bridges for Forest Park

New bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 7
  • 1970-1979: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 310471,  Location: OVER I 275 (Lat: 39.295000,  Lng: -84.540000),  Route carried "on" structure: County highway 266,  Year Built: 1968,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 7,910 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 135,746 (year 2024),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.500,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3111474,  Location: OVER IR 275 (Lat: 39.285000,  Lng: -84.563333),  Route carried "on" structure: US 127,  Year Built: 1971,  Status: Open,  Structure Length: 12.15m (39.86ft),  Average Daily Traffic: 23,560 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,591 (year 2027),  Design Load: H 20,  Features Intersected: I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.570,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3111768,  Location: .1 MI W OF SR 126 (Lat: 39.295000,  Lng: -84.541667),  Route carried "on" structure: County highway 229,  Year Built: 1968,  Status: Open,  Structure Length: 9.18m (30.12ft),  Average Daily Traffic: 100 (year 1970),  Average Future Daily Traffic: 125,406 (year 2027),  Design Load: H 20,  Features Intersected: I275,  Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.240,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3111792,  Location: .9 MI E OF SR 126 (Lat: 39.298333,  Lng: -84.523333),  Route carried "on" structure: County highway 239,  Year Built: 1968,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 100 (year 1970),  Average Future Daily Traffic: 144,796 (year 2027),  Design Load: H 20,  Features Intersected: I275,  Facility Carried by Structure: WINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.750,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3137376,  Location: NO DATA,  Route carried "on" structure: City street S0235,  Year Built: 1957,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,200 (year 1976),  Average Future Daily Traffic: 14,158 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB WEST FORK MILL CREE,  Facility Carried by Structure: S 235
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007
Structure Number: 3137384,  Location: NO DATA,  Route carried "on" structure: City street S0469,  Year Built: 1969,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 12,200 (year 1976),  Average Future Daily Traffic: 16,934 (year 2028),  Design Load: HS 20,  Features Intersected: WINTON WOODS PARK DRIVE,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 310471,  Location: OVER I 275 (Lat: 39.295000,  Lng: -84.540000),  Route carried "under" structure: Interstate 275,  Year Built: 1968,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 97,240 (year 2005),  Truck Traffic: 12%,  Features Intersected: KEMPER ROAD,  Facility Carried by Structure: KEMPER ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.263,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 3111474,  Location: OVER IR 275 (Lat: 39.285000,  Lng: -84.563333),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 12.15m (39.86ft),  Average Daily Traffic: 97,240 (year 2005),  Truck Traffic: 12%,  Features Intersected: US127,  Facility Carried by Structure: US 127
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.303,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 3111768,  Location: .1 MI W OF SR 126 (Lat: 39.295000,  Lng: -84.541667),  Route carried "under" structure: Interstate 275,  Year Built: 1968,  Structure Length: 9.18m (30.12ft),  Average Daily Traffic: 97,240 (year 2005),  Truck Traffic: 12%,  Features Intersected: MILL ROAD,  Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.245,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 3111792,  Location: .9 MI E OF SR 126 (Lat: 39.298333,  Lng: -84.523333),  Route carried "under" structure: Interstate 275,  Year Built: 1968,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 108,560 (year 2005),  Truck Traffic: 12%,  Features Intersected: WINTON ROAD,  Facility Carried by Structure: WINTON RD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 3.418,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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