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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 21
Total length: 156 meters (512ft)
Total average daily traffic: 394,179
Total average daily truck traffic: 48,063
National Bridge Inventory (NBI) Registered Bridges for Macedonia

New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 3
  • 1960-1969: 16
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 770066,  Location: 1.46 MI S OF SR 82 (Lat: 41.294403,  Lng: -81.512542),  Route carried "on" structure: State highway 8,  Year Built: 1954,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 18,785 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,074 (year 2027),  Design Load: H 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.710,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7700695,  Location: 1.46 MI S OF SR 82 (Lat: 41.294433,  Lng: -81.512150),  Route carried "on" structure: State highway 8,  Year Built: 1954,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 18,785 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,074 (year 2027),  Design Load: H 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.710,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7700725,  Location: 0.97 MI S OF SR 82 (Lat: 41.301144,  Lng: -81.515761),  Route carried "on" structure: State highway 8,  Year Built: 1953,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 37,570 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 49,593 (year 2027),  Design Load: H 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.500,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007
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Structure Number: 7709331,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303503,  Lng: -81.517858),  Route carried "on" structure: Interstate 271,  Year Built: 1967,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 25,155 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,915 (year 2027),  Design Load: HS 20,  Features Intersected: I 271 SB OVER SR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7709366,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303014,  Lng: -81.517539),  Route carried "on" structure: Interstate 271,  Year Built: 1967,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 25,155 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,915 (year 2027),  Design Load: HS 20,  Features Intersected: I 271 NB OVER SR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770939,  Location: JCT OF IR 271 AND SR 82 (Lat: 41.313686,  Lng: -81.513428),  Route carried "on" structure: Interstate 271,  Year Built: 1968,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 30,620 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,501 (year 2027),  Design Load: HS 20,  Features Intersected: I 271 SB OVER SR 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.320,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770942,  Location: JCT OF IR 271 AND SR 82 (Lat: 41.313664,  Lng: -81.512889),  Route carried "on" structure: Interstate 271,  Year Built: 1968,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 30,620 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,501 (year 2027),  Design Load: HS 20,  Features Intersected: I 271 NB OVER SR 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.320,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7709455,  Location: 1.55 MI N OF SR 82 (Lat: 41.335242,  Lng: -81.515378),  Route carried "on" structure: Interstate 271,  Year Built: 1968,  Status: Open,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 30,620 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,501 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CON RAIL & LEDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.730,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7709544,  Location: 1.55 MI N OF SR 82 (Lat: 41.334786,  Lng: -81.515128),  Route carried "on" structure: Interstate 271,  Year Built: 1968,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 30,620 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,501 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CON RAIL & LEDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.730,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7710143,  Location: 3.98 MI N OF SR 82 (Lat: 41.349803,  Lng: -81.508633),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 25,920 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,977 (year 2027),  Design Load: HS 20,  Features Intersected: OVER BEDFORD RD CR-679
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7710178,  Location: 3.98 MI N OF SR 82 (Lat: 41.349267,  Lng: -81.508992),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 25,920 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,977 (year 2027),  Design Load: HS 20,  Features Intersected: OVER BEDFORD RD CR-679
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7742045,  Location: 700 FT S OF SR82 (Lat: 41.311667,  Lng: -81.510000),  Route carried "on" structure: City street 113,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,925 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,060 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: BEDFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007
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Structure Number: 7706901,  Location: 0.17 MI E OF IR 271 (Lat: 41.313825,  Lng: -81.510239),  Route carried "under" structure: State highway 82,  Year Built: 1930,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,490 (year 2004),  Truck Traffic: 5%,  Features Intersected: UNDER NORFOLK SOUTHERN R,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 0.067,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 7709331,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303503,  Lng: -81.517858),  Route carried "under" structure: State highway 8,  Year Built: 1967,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 14,580 (year 2004),  Truck Traffic: 9%,  Features Intersected: I-271 SB,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.884,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 7709366,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303014,  Lng: -81.517539),  Route carried "under" structure: State highway 8,  Year Built: 1967,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 14,580 (year 2004),  Truck Traffic: 9%,  Features Intersected: I-271 NB,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.879,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 770939,  Location: JCT OF IR 271 AND SR 82 (Lat: 41.313686,  Lng: -81.513428),  Route carried "under" structure: State highway 82,  Year Built: 1968,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 19,207 (year 2004),  Truck Traffic: 4%,  Features Intersected: I-271,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 770942,  Location: JCT OF IR 271 AND SR 82 (Lat: 41.313664,  Lng: -81.512889),  Route carried "under" structure: State highway 82,  Year Built: 1968,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 19,207 (year 2004),  Truck Traffic: 4%,  Features Intersected: I-271,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.647,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 7709455,  Location: 1.55 MI N OF SR 82 (Lat: 41.335242,  Lng: -81.515378),  Route carried "under" structure: City street LEDGE,  Year Built: 1968,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 3,800 (year 1974),  Features Intersected: 1271,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 7709544,  Location: 1.55 MI N OF SR 82 (Lat: 41.334786,  Lng: -81.515128),  Route carried "under" structure: City street LEDGE,  Year Built: 1968,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 3,800 (year 1974),  Features Intersected: I-271,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 7710143,  Location: 3.98 MI N OF SR 82 (Lat: 41.349803,  Lng: -81.508633),  Route carried "under" structure: County highway 679,  Year Built: 1965,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 910 (year 1971),  Features Intersected: I-480,  Facility Carried by Structure: I.R. 480 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.394,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7710178,  Location: 3.98 MI N OF SR 82 (Lat: 41.349267,  Lng: -81.508992),  Route carried "under" structure: County highway 679,  Year Built: 1965,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 910 (year 1971),  Features Intersected: I-480,  Facility Carried by Structure: I.R. 480 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.394,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)

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