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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 22
Total length: 102 meters (335ft)
Total average daily traffic: 145,945
Total average daily truck traffic: 25,912
National Bridge Inventory (NBI) Registered Bridges for Bellefontaine

New bridges - Historical Statistics

  • 1910-1919: 2
  • 1920-1929: 0
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 11
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 7

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 460063,  Location: .45MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.763333),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 7,300 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,195 (year 2027),  Design Load: H 20,  Features Intersected: TWP RD 217
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.490,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4600665,  Location: .45MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.763333),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 7,300 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,195 (year 2027),  Design Load: H 20,  Features Intersected: TWP RD 217
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.490,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4600789,  Location: .33MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.761667),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 7,300 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,195 (year 2027),  Design Load: H 20,  Features Intersected: PENN CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4600819,  Location: .33MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.761667),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 7,300 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,195 (year 2027),  Design Load: H 20,  Features Intersected: PENN CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4600835,  Location: JCT. OF SR-47 (Lat: 40.378333,  Lng: -83.750000),  Route carried "on" structure: US 33,  Year Built: 1993,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,320 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,320 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.700,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  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: 4600843,  Location: JCT. OF USR-47 (Lat: 40.378333,  Lng: -83.750000),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 7,320 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,320 (year 2027),  Design Load: H 20,  Features Intersected: SR 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.700,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4600851,  Location: .52MI.SE OF JCT. SR-540 (Lat: 40.363611,  Lng: -83.723056),  Route carried "on" structure: County highway 55,  Year Built: 1993,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 420 (year 1989),  Average Future Daily Traffic: 20,973 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: USR-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  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: 4601335,  Location: .2MI.W. OF JCT. USR-68 (Lat: 40.363333,  Lng: -83.765000),  Route carried "on" structure: State highway 47,  Year Built: 1970,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,671 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,329 (year 2027),  Design Load: HS 20,  Features Intersected: PENN CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.090,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4601513,  Location: .9MI.S. OF JCT. SR-47 (Lat: 40.350000,  Lng: -83.761667),  Route carried "on" structure: US 68,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,190 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,540 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BLUE JACKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.120,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2007
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Structure Number: 4601564,  Location: JCT. OF USR-33 (Lat: 40.378333,  Lng: -83.755000),  Route carried "on" structure: US 68,  Year Built: 1966,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,180 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,925 (year 2024),  Design Load: H 20,  Features Intersected: USR 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.760,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4603737,  Location: JCT. SR-540 AND USR-33 (Lat: 40.667167,  Lng: -83.350833),  Route carried "on" structure: State highway 540,  Year Built: 1993,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,897 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,395 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: USR-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.650,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  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: 4635116,  Location: .67 M N OF CR 130 (Lat: 40.375000,  Lng: -83.771667),  Route carried "on" structure: County highway T0056,  Year Built: 1967,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 762 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,460 (year 2023),  Design Load: HS 20,  Features Intersected: BOKENGEHALAS CREEK,  Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 10.4m (34.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4650441,  Location: 1.18 MILES NORTH OF CR 18 (Lat: 40.350000,  Lng: -83.775000),  Route carried "on" structure: County highway T0216,  Year Built: 1934,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,576 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,936 (year 2023),  Features Intersected: BLUE JACKET CREEK,  Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Fair,  Operating Rating: 17.1 metric tons,  Inventory Rating: 12.6 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 460063,  Location: .45MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.763333),  Route carried "under" structure: County highway 217,  Year Built: 1966,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 500 (year 1970),  Features Intersected: USR 33,  Facility Carried by Structure: USR-33
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 4600665,  Location: .45MI.NW.OF JCT. USR-68 (Lat: 40.381667,  Lng: -83.763333),  Route carried "under" structure: County highway 217,  Year Built: 1966,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 500 (year 1970),  Features Intersected: USR 33,  Facility Carried by Structure: USR-33
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 4600835,  Location: JCT. OF SR-47 (Lat: 40.378333,  Lng: -83.750000),  Route carried "under" structure: State highway 47,  Year Built: 1993,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 3,620 (year 2005),  Truck Traffic: 5%,  Features Intersected: USR-33,  Facility Carried by Structure: EB USR-33
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.384,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 4600843,  Location: JCT. OF USR-47 (Lat: 40.378333,  Lng: -83.750000),  Route carried "under" structure: State highway 47,  Year Built: 1966,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,620 (year 2005),  Truck Traffic: 5%,  Features Intersected: USR 33,  Facility Carried by Structure: USR-33
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.386,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 4600851,  Location: .52MI.SE OF JCT. SR-540 (Lat: 40.363611,  Lng: -83.723056),  Route carried "under" structure: US 33,  Year Built: 1993,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 16,090 (year 2005),  Truck Traffic: 26%,  Features Intersected: TR-55,  Facility Carried by Structure: TR-55
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 2.869,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.5m (237.9ft)

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Structure Number: 4601564,  Location: JCT. OF USR-33 (Lat: 40.378333,  Lng: -83.755000),  Route carried "under" structure: US 33,  Year Built: 1966,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 14,620 (year 2005),  Truck Traffic: 22%,  Features Intersected: USR 68,  Facility Carried by Structure: USR-68
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 2.521,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 4603737,  Location: JCT. SR-540 AND USR-33 (Lat: 40.667167,  Lng: -83.350833),  Route carried "under" structure: US 33,  Year Built: 1993,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,090 (year 2005),  Truck Traffic: 26%,  Features Intersected: SR-540,  Facility Carried by Structure: SR-540
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.784,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 4630971,  Location: .11 M N OF SR 235 (Lat: 40.346667,  Lng: -83.765000),  Route carried "under" structure: City street M0011,  Year Built: 1917,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,892 (year 1998),  Truck Traffic: 10%,  Features Intersected: CR11 CARRIES CONRAIL RR,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 4650476,  Location: TOWNSHIP ROAD 216 (Lat: 40.358333,  Lng: -83.771667),  Route carried "under" structure: City street M0216,  Year Built: 1917,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,477 (year 2002),  Truck Traffic: 10%,  Features Intersected: TR216 CARRIES CONRAIL RR,  Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.7m (22.0ft)

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