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

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Structure Number: 4701399,  Location: 4.28 MILES EAST OF SR 57 (Lat: 41.370000,  Lng: -82.001667),  Route carried "on" structure: State highway 10,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 30,910 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,584 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.890,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007

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Structure Number: 4701496,  Location: 5.05 MILES EAST OF SR 57 (Lat: 41.378333,  Lng: -81.988333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER OHIO TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.130,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 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: 4701518,  Location: 5.05 MILES EAST OF SR 57 (Lat: 41.378333,  Lng: -81.988333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER OHIO TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.130,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470222,  Location: .78 MILES WEST OF SR 83 (Lat: 41.383333,  Lng: -82.055000),  Route carried "on" structure: US 20,  Year Built: 1900,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,080 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,308 (year 2027),  Design Load: H 15,  Features Intersected: RIDGEWAY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.970,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4704118,  Location: 2.59 MILES EAST OF SR 57 (Lat: 41.355000,  Lng: -82.025000),  Route carried "on" structure: Spur State highway 83C,  Year Built: 1979,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,663 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-10-0253
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.690,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.1m (46.3ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4704126,  Location: 1 MILE SOUTH OF US 20 (Lat: 41.375278,  Lng: -82.018889),  Route carried "on" structure: State highway 83,  Year Built: 2006,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 6,290 (year 2005),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,731 (year 2028),  Design Load: HS 25,  Features Intersected: OVER N & S RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707559,  Location: 1.05 MI E OF OHIO TNPK (Lat: 41.381667,  Lng: -81.986667),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 7,550 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,604 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CHESNUT RIDGE CH-25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  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: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

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: 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: September 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: 4707567,  Location: .2 MI. WEST OF RT.10 (Lat: 41.381667,  Lng: -81.990000),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 7,550 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,604 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CHESNUT RIDGE CH-25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.5m (44.3ft)

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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707583,  Location: .45 MI W OF CUY CO LINE (Lat: 41.386667,  Lng: -81.978333),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 51,380 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,784 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LEAR NAGLE TH-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.760,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior 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: September 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: 4707591,  Location: 1.21 MILES E OF OHIO TNPK (Lat: 41.383333,  Lng: -81.985000),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 7,550 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,604 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-010-0546
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.940,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

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: 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: September 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: 4707613,  Location: .08 MILES WEST OF CUY CO (Lat: 41.388333,  Lng: -81.971667),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 51,380 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,784 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-10-0659
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.270,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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: September 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: 4708431,  Location: 2.86 MILES NORTH OF SR 82 (Lat: 41.355000,  Lng: -82.020000),  Route carried "on" structure: State highway 83,  Year Built: 1979,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,290 (year 2005),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,813 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-10-0296
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.360,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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: August 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: 4708474,  Location: 4.36 MILES EAST OF SR 57 (Lat: 41.371667,  Lng: -81.998333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER ROOT ROAD TH-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.020,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4708482,  Location: 4.36 MILES EAST OF SR 57 (Lat: 41.371667,  Lng: -81.998333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER ROOT ROAD TH-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.020,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4708512,  Location: 4.76 MILES EAST OF SR 57 (Lat: 41.376667,  Lng: -81.993333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER NORFOLK SOUTHERN R/
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.660,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470852,  Location: 4.76 MILES EAST OF SR 57 (Lat: 41.376667,  Lng: -81.993333),  Route carried "on" structure: State highway 10,  Year Built: 1979,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 15,455 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,792 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER NORFOLK SOUTHERN R/
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.660,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729617,  Location: 2.5MI EAST OF EXIT 145 (Lat: 41.380000,  Lng: -82.066667),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 19,000 (year 1990),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,372 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: US 20 MP1480,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.000,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 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: 4729676,  Location: 3.7MI EAST OF EXIT 8 (Lat: 41.380000,  Lng: -82.065000),  Route carried "on" structure: City street 147,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 38,000 (year 1990),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,378 (year 2024),  Design Load: H 10,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: RACE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.810,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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 corrective action,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729692,  Location: 4.3MI EAST OF EXIT 8 (Lat: 41.378333,  Lng: -82.051667),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 28,370 (year 1972),  Average Future Daily Traffic: 39,378 (year 2027),  Design Load: H 20,  Features Intersected: DITCH MP1498,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.350,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007

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Structure Number: 4729714,  Location: 4.3MI EAST OF EXIT 8 (Lat: 41.380000,  Lng: -82.031667),  Route carried "on" structure: City street 146,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 38,000 (year 1990),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,378 (year 2024),  Design Load: H 10,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: MADDOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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: High priority of replacement,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729757,  Location: 5MI EAST OF EXIT 9 (Lat: 41.380000,  Lng: -82.018333),  Route carried "on" structure: State highway 83,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 9,128 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,378 (year 2024),  Design Load: H 10,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.060,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729781,  Location: .9 MI WEST OF RT.10 (Lat: 41.378333,  Lng: -82.001667),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 7,550 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,146 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.550,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum 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: May 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: 4729803,  Location: 5.8MI EAST OF EXIT 8 (Lat: 41.380000,  Lng: -82.003333),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 28,370 (year 1972),  Average Future Daily Traffic: 39,378 (year 2027),  Design Load: H 20,  Features Intersected: DITCH MP1513,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.360,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006

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Structure Number: 4729838,  Location: 6.5MI EAST OF EXIT 145 (Lat: 41.379167,  Lng: -81.991667),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 13,000 (year 1990),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,044 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CHESTNUT RIDGE RD MP1520,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.430,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 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: 4729854,  Location: 0.2MI WEST OF EXIT 9 (Lat: 41.378333,  Lng: -81.991667),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,580 (year 1972),  Average Future Daily Traffic: 2,193 (year 2024),  Design Load: HS 20,  Features Intersected: RMP OVER CHESTNUT MP1520,  Facility Carried by Structure: RAMP OVER CHESTNUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.420,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729862,  Location: 0.1MI WEST OF EXIT 152 (Lat: 41.378333,  Lng: -81.986667),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 13,000 (year 1990),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,044 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: RAMP UNDER OHIO TPKMP152,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.800,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 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: 4729897,  Location: 0.1MI EAST OF EXIT 152 (Lat: 41.377778,  Lng: -81.986111),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 19,000 (year 1990),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,372 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: LOR CR12-1481 MP1523,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.860,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 44.3m (145.3ft)

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: 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: May 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: 4729927,  Location: 0.4MI EAST OF EXIT 152 (Lat: 41.375000,  Lng: -81.980556),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 13,000 (year 1990),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,044 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR MP 1526,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.340,  Lanes on structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2006,  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: 4729943,  Location: 0.1MI EAST OF EXIT 9 (Lat: 41.380000,  Lng: -81.983333),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 3,560 (year 1979),  Average Future Daily Traffic: 4,941 (year 2024),  Design Load: HS 20,  Features Intersected: TPK RMP OVER C-12 MP152.,  Facility Carried by Structure: TPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.860,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4729951,  Location: 0.7MI EAST OF EXIT 9 (Lat: 41.371667,  Lng: -81.975000),  Route carried "on" structure: County highway 126,  Year Built: 1954,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 26,000 (year 1990),  Truck Traffic: 23%,  Average Future Daily Traffic: 40,002 (year 2024),  Design Load: H 10,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: BERA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.800,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very 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: High priority of corrective action,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4734114,  Location: .83MI.NORTH OF SR (Lat: 41.395000,  Lng: -82.058333),  Route carried "on" structure: City street M0089,  Year Built: 1900,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,100 (year 1996),  Average Future Daily Traffic: 2,915 (year 2026),  Design Load: H 20,  Features Intersected: TR BLACK RV CASE RD.,  Facility Carried by Structure: CASE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4739698,  Location: 0.1MI.SOUTH OF SR (Lat: 41.456667,  Lng: -82.700000),  Route carried "on" structure: City street MOO24,  Year Built: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,700 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,524 (year 2026),  Design Load: HS 20,  Features Intersected: FRENCH CR ROOT RD.,  Facility Carried by Structure: ROOT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 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: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: 4740483,  Location: .07MI.WEST OF (Lat: 41.373333,  Lng: -82.033333),  Route carried "on" structure: City street M0087,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,350 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,650 (year 2026),  Design Load: HS 20,  Features Intersected: CREEK SUGAR RIDGE,  Facility Carried by Structure: SUGAR RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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,  Membrane: Built-up

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Structure Number: 4740491,  Location: .01MI.WEST OF (Lat: 41.373333,  Lng: -82.033333),  Route carried "on" structure: City street M0087,  Year Built: 1931,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,500 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,858 (year 2026),  Features Intersected: RIDGEWAY DT SUGAR RDG,  Facility Carried by Structure: SUGAR RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 31.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4774477,  Location: 0.28 MI EAST OF SR 83 (Lat: 41.415000,  Lng: -82.015000),  Route carried "on" structure: City street M0001,  Year Built: 1977,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 500 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 694 (year 2027),  Design Load: H 20,  Features Intersected: FRENCH CREEK-CHESTERFIEL,  Facility Carried by Structure: CHESTERFIELD CIR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $210,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4774639,  Location: 0.10 MI SOUTH OF IR 80 (Lat: 41.378333,  Lng: -82.031667),  Route carried "on" structure: City street M0146,  Year Built: 1953,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,650 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,290 (year 2027),  Design Load: H 20,  Features Intersected: RIDGEWAY DITCH-MADDOCK R,  Facility Carried by Structure: MADDOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $50,000 ( Estimate for 2000)

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Structure Number: 4774752,  Location: 0.28 MI EAST OF SR 83 (Lat: 41.418333,  Lng: -82.013333),  Route carried "on" structure: City street M0003,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,200 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,666 (year 2027),  Design Load: H 20,  Features Intersected: FRENCH CREEK-MILLS RD,  Facility Carried by Structure: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $150,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 477476,  Location: 0.2 MI E. OF BAGLEY ROAD (Lat: 41.372222,  Lng: -81.992778),  Route carried "on" structure: City street 10,  Year Built: 1998,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 8,500 (year 1995),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,798 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR - LORAIN ROAD,  Facility Carried by Structure: LORAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 1998,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4774973,  Location: 100 FEET E OF CADET DRIVE (Lat: 41.385139,  Lng: -82.006556),  Route carried "on" structure: City street BAINB,  Year Built: 1996,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,030 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,370 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: DIXON DITCH:BAINBRIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 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: 4775589,  Location: 0.23 MI N OF I480 & LEAR- (Lat: 41.390278,  Lng: -81.977778),  Route carried "on" structure: City street CYPRS,  Year Built: 1999,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10 (year 2005),  Average Future Daily Traffic: 100 (year 2025),  Features Intersected: FRENCH CREEK-CYPRESS AVE,  Facility Carried by Structure: CYPRESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 31.5 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: October 2007

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Structure Number: 4701496,  Location: 5.05 MILES EAST OF SR 57 (Lat: 41.378333,  Lng: -81.988333),  Route carried "under" structure: Interstate 80K,  Year Built: 1979,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 11,500 (year 1990),  Truck Traffic: 4%,  Features Intersected: SR 10 MP 1521,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.167,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 4701518,  Location: 5.05 MILES EAST OF SR 57 (Lat: 41.378333,  Lng: -81.988333),  Route carried "under" structure: Interstate 80K,  Year Built: 1979,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 11,500 (year 1990),  Truck Traffic: 4%,  Features Intersected: SR 10 MP 1521,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.164,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 4704118,  Location: 2.59 MILES EAST OF SR 57 (Lat: 41.355000,  Lng: -82.025000),  Route carried "under" structure: State highway 10,  Year Built: 1979,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 27,760 (year 2005),  Truck Traffic: 8%,  Features Intersected: UNDER LOR-083D-0010,  Facility Carried by Structure: SR 83C
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 4707559,  Location: 1.05 MI E OF OHIO TNPK (Lat: 41.381667,  Lng: -81.986667),  Route carried "under" structure: City street 25,  Year Built: 1980,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 750 (year 1991),  Truck Traffic: 3%,  Features Intersected: UNDER LOR-480-0115L,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.099,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4707567,  Location: .2 MI. WEST OF RT.10 (Lat: 41.381667,  Lng: -81.990000),  Route carried "under" structure: City street 25,  Year Built: 1980,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 3,500 (year 1976),  Features Intersected: UNDER LOR-480-0105R,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.977,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 4707583,  Location: .45 MI W OF CUY CO LINE (Lat: 41.386667,  Lng: -81.978333),  Route carried "under" structure: City street 55,  Year Built: 1980,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 3,000 (year 1991),  Truck Traffic: 5%,  Features Intersected: UNDER LOR-480-0172,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.013,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 4707591,  Location: 1.21 MILES E OF OHIO TNPK (Lat: 41.383333,  Lng: -81.985000),  Route carried "under" structure: State highway 10,  Year Built: 1980,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 30,910 (year 2005),  Truck Traffic: 9%,  Features Intersected: UNDER LOR-480-0121R,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.879,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 4707613,  Location: .08 MILES WEST OF CUY CO (Lat: 41.388333,  Lng: -81.971667),  Route carried "under" structure: State highway 10,  Year Built: 1980,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 8,590 (year 2005),  Truck Traffic: 4%,  Features Intersected: UNDER LOR-480-0209,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.108,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4708431,  Location: 2.86 MILES NORTH OF SR 82 (Lat: 41.355000,  Lng: -82.020000),  Route carried "under" structure: State highway 10,  Year Built: 1979,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 30,910 (year 2005),  Truck Traffic: 9%,  Features Intersected: UNDER LOR-083-1078,  Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.477,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 4708474,  Location: 4.36 MILES EAST OF SR 57 (Lat: 41.371667,  Lng: -81.998333),  Route carried "under" structure: City street ROOT0,  Year Built: 1979,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,000 (year 1991),  Truck Traffic: 5%,  Features Intersected: UNDER LOR-010-1962L,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.605,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4708482,  Location: 4.36 MILES EAST OF SR 57 (Lat: 41.371667,  Lng: -81.998333),  Route carried "under" structure: City street ROOT0,  Year Built: 1979,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,000 (year 1991),  Truck Traffic: 5%,  Features Intersected: UNDER LOR-010-1962R,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.604,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4729617,  Location: 2.5MI EAST OF EXIT 145 (Lat: 41.380000,  Lng: -82.066667),  Route carried "under" structure: US 20,  Year Built: 1954,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 29,970 (year 2005),  Truck Traffic: 5%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.797,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 4729676,  Location: 3.7MI EAST OF EXIT 8 (Lat: 41.380000,  Lng: -82.065000),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 28,370 (year 1972),  Features Intersected: RACE RD MP1492,  Facility Carried by Structure: RACE RD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.535,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)