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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 30
Total length: 159 meters (522ft)
Total average daily traffic: 428,467
Total average daily truck traffic: 49,496
National Bridge Inventory (NBI) Registered Bridges for Marysville
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 23
  • 1970-1979: 2
  • 1980-1989: 3
  • 1990-1999: 0
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 8000093,  Location: .33 MI EAST SR31 (Lat: 40.252936,  Lng: -83.367136),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 9,350 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,978 (year 2033),  Design Load: H 20,  Features Intersected: OVER US-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.250,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 800036,  Location: 1.1 MI. S OF US33 (Lat: 40.239775,  Lng: -83.366650),  Route carried "on" structure: State highway 31,  Year Built: 1929,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 12,990 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,030 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8000395,  Location: .33 MI WEST OF SR4 (Lat: 40.254450,  Lng: -83.373222),  Route carried "on" structure: State highway 31,  Year Built: 1967,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 10,776 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,957 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER US-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.170,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 800084,  Location: 0.85 MI N OF SR245 (Lat: 40.246164,  Lng: -83.395228),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8000875,  Location: 0.85 MI N OF SR245 (Lat: 40.246164,  Lng: -83.395228),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8000905,  Location: 0.92 MI N OF SR245 (Lat: 40.246703,  Lng: -83.394117),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER CR 191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.680,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8000964,  Location: 0.92 MI N. OF SR245 (Lat: 40.246703,  Lng: -83.394117),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER CR 191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.680,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8000999,  Location: 1.02 MI N. OF SR739 (Lat: 40.247400,  Lng: -83.392475),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8001022,  Location: 1.02 MI N OF SR739 (Lat: 40.247400,  Lng: -83.392475),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,675 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,145 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8001057,  Location: 1.01 MI N OF SR4 (Lat: 40.246053,  Lng: -83.355464),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 20,734 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,779 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER CR 114
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.520,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8001111,  Location: 1.07 MI N OF SR4 (Lat: 40.245461,  Lng: -83.354575),  Route carried "on" structure: US 33,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 20,985 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,127 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.610,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  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: 8001146,  Location: 1.07 MI N. OF SR4 (Lat: 40.245461,  Lng: -83.354575),  Route carried "on" structure: US 33,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 20,985 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,127 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.610,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  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: 800117,  Location: OVER US36 (Lat: 40.239081,  Lng: -83.345506),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 17,840 (year 2008),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,762 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER US36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.630,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 80012,  Location: OVER US36 (Lat: 40.239081,  Lng: -83.345506),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 17,840 (year 2008),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,762 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER US36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.630,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8001251,  Location: OVER C-133 (Lat: 40.243417,  Lng: -83.398042),  Route carried "on" structure: US 33,  Year Built: 1988,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,170 (year 1986),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,400 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: RAMP OVER C-133
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.150,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 11,  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: 8001294,  Location: 2.84 MI N OF US36 (Lat: 40.214403,  Lng: -83.307817),  Route carried "on" structure: County highway 105,  Year Built: 1967,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 100 (year 1974),  Average Future Daily Traffic: 49,689 (year 2033),  Design Load: H 15,  Features Intersected: US 33
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: 13.4m (44.0ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: Better than 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: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8030367,  Location: NO DATA (Lat: 40.216008,  Lng: -83.301861),  Route carried "on" structure: County highway C104D,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,514 (year 2007),  Truck Traffic: 51%,  Average Future Daily Traffic: 4,877 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HINDERER DITCH,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Poor,  Culverts: Very good,  Operating Rating: 15.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 11
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Structure Number: 8032939,  Location: NO DATA (Lat: 40.243892,  Lng: -83.355133),  Route carried "on" structure: County highway C0114,  Year Built: 1972,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 485 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 139 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8047863,  Location: AT INT. WITH SCOTTSLAWN (Lat: 40.207300,  Lng: -83.314394),  Route carried "on" structure: County highway C001B,  Year Built: 1985,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,840 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,494 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GILCRIST RUN,  Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8060223,  Location: 0.1MILE NORTH OF RAILROAD (Lat: 40.242494,  Lng: -83.371836),  Route carried "on" structure: County highway MAPLE,  Year Built: 1968,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 4,700 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,524 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8061173,  Location: 0.2 MI. E. OF S.R. 4 (Lat: 40.258564,  Lng: -83.361878),  Route carried "on" structure: City street SCOTT,  Year Built: 2001,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,082 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: INFIRMARY DITCH
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8000093,  Location: .33 MI EAST SR31 (Lat: 40.252936,  Lng: -83.367136),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 41,468 (year 2008),  Truck Traffic: 13%,  Features Intersected: UNDER SR-4,  Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.719,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 8000395,  Location: .33 MI WEST OF SR4 (Lat: 40.254450,  Lng: -83.373222),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 33,481 (year 2008),  Truck Traffic: 12%,  Features Intersected: UNDER SR-31,  Facility Carried by Structure: SR 31
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.666,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 8000905,  Location: 0.92 MI N OF SR245 (Lat: 40.246703,  Lng: -83.394117),  Route carried "under" structure: County highway 191,  Year Built: 1966,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,740 (year 1975),  Features Intersected: UNDER US 33-0893L,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 8000964,  Location: 0.92 MI N. OF SR245 (Lat: 40.246703,  Lng: -83.394117),  Route carried "under" structure: County highway 191,  Year Built: 1966,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,740 (year 1975),  Features Intersected: UNDER US 33-0893R,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.077,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 8001057,  Location: 1.01 MI N OF SR4 (Lat: 40.246053,  Lng: -83.355464),  Route carried "under" structure: County highway 114,  Year Built: 1966,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 800117,  Location: OVER US36 (Lat: 40.239081,  Lng: -83.345506),  Route carried "under" structure: US 36,  Year Built: 1966,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 22,220 (year 2008),  Truck Traffic: 10%,  Features Intersected: UNDER US33-1219L,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 2.159,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 80012,  Location: OVER US36 (Lat: 40.239081,  Lng: -83.345506),  Route carried "under" structure: US 36,  Year Built: 1966,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 22,220 (year 2008),  Truck Traffic: 10%,  Features Intersected: UNDER US33-1219R,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 8001251,  Location: OVER C-133 (Lat: 40.243417,  Lng: -83.398042),  Route carried "under" structure: County highway 133,  Year Built: 1988,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,840 (year 1986),  Truck Traffic: 3%,  Features Intersected: US33 RAMP,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 8001294,  Location: 2.84 MI N OF US36 (Lat: 40.214403,  Lng: -83.307817),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 35,799 (year 2008),  Truck Traffic: 14%,  Features Intersected: UNDER SCOTTSLAWN (C-105),  Facility Carried by Structure: CR 105
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.389,  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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