Bridge Statistics for Westfield Center, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5202558,  Location: 1.89 MILES NORTH OF SR 83 (Lat: 41.003100,  Lng: -81.961500),  Route carried "on" structure: County highway C0035,  Year Built: 1959,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 602 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,960 (year 2035),  Design Load: H 15,  Features Intersected: OVER MED-071 -0377,  Facility Carried by Structure: CR35FriendsvilleRd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5202582,  Location: 2.49 MILES NORTH OF SR 83 (Lat: 41.007131,  Lng: -81.951581),  Route carried "on" structure: Interstate 71,  Year Built: 1959,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER CSXT R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.033,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete 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: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202612,  Location: 2.49 MILES NORTH OF SR 83 (Lat: 41.006939,  Lng: -81.951289),  Route carried "on" structure: Interstate 71,  Year Built: 1959,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER CSXT R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.033,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete 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: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202647,  Location: 3.09 MILES NORTH OF SR 83 (Lat: 41.010981,  Lng: -81.941011),  Route carried "on" structure: County highway C0015,  Year Built: 1959,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 729 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 70,960 (year 2035),  Design Load: H 15,  Features Intersected: OVER MED-071 -0497,  Facility Carried by Structure: CR 15 Westfield Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5202655,  Location: 3.51 MILES NORTH OF SR 83 (Lat: 41.013661,  Lng: -81.933900),  Route carried "on" structure: Interstate 71,  Year Built: 2005,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.674,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202663,  Location: 3.51 MILES NORTH OF SR 83 (Lat: 41.013881,  Lng: -81.934139),  Route carried "on" structure: Interstate 71,  Year Built: 2005,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.674,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202736,  Location: 3.75 MILES NORTH OF SR 83 (Lat: 41.015319,  Lng: -81.929819),  Route carried "on" structure: County highway C0057,  Year Built: 1959,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 401 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,960 (year 2035),  Design Load: H 15,  Features Intersected: OVER MED-071 -0563,  Facility Carried by Structure: TH-75 Leroy Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 520276,  Location: 4.87 MILES NORTH OF SR 83 (Lat: 41.022719,  Lng: -81.910781),  Route carried "on" structure: County highway C0246,  Year Built: 1959,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 699 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 70,960 (year 2035),  Design Load: HS 15,  Features Intersected: OVER MED-071 -0675,  Facility Carried by Structure: TH-246 Daniels Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5202809,  Location: 5.41 MILES NORTH OF SR 83 (Lat: 41.026339,  Lng: -81.902031),  Route carried "on" structure: Interstate 71,  Year Built: 2009,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER MED-97-0507 CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.732,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202817,  Location: 5.41 MILES NORTH OF SR-83 (Lat: 41.026211,  Lng: -81.901281),  Route carried "on" structure: Interstate 71,  Year Built: 2008,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 25,562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,480 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER MED-97-0511 CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.732,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202841,  Location: I71-SB RAMP FROM WB-I76 (Lat: 41.026261,  Lng: -81.903050),  Route carried "on" structure: Ramp Interstate 71,  Year Built: 2009,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 7,890 (year 2006),  Truck Traffic: 35%,  Average Future Daily Traffic: 10,951 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MED-97-0501 GREENWICH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.732,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5206669,  Location: 2.31 MILES WEST OF US 42 (Lat: 41.038811,  Lng: -81.955050),  Route carried "on" structure: US 224,  Year Built: 1962,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,104 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,084 (year 2035),  Design Load: HS 20,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.535,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5206693,  Location: 2.31 MILES WEST OF US 42 (Lat: 41.038631,  Lng: -81.955039),  Route carried "on" structure: US 224,  Year Built: 1956,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,104 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 7,084 (year 2035),  Design Load: HS 20,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.535,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5206731,  Location: 0.30 MI.E.OF LAKE RD. (Lat: 41.030761,  Lng: -81.901539),  Route carried "on" structure: Ramp Interstate 71,  Year Built: 2009,  Status: Open,  Structure Length: 28.84m (94.62ft),  Average Daily Traffic: 7,890 (year 2006),  Truck Traffic: 35%,  Average Future Daily Traffic: 27,473 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: OVER MED-224-1570
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.267,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5233348,  Location: 2111' N OF COUNTY LINE (Lat: 40.995119,  Lng: -81.941200),  Route carried "on" structure: County highway 15,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 573 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 795 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 5233356,  Location: 2053' N OF RD. 46 (Lat: 41.017939,  Lng: -81.941831),  Route carried "on" structure: County highway 15,  Year Built: 1975,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 700 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 972 (year 2035),  Design Load: HS 20,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum 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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5233917,  Location: 0.26 MI North of TH 92 (Lat: 41.011911,  Lng: -81.967011),  Route carried "on" structure: County highway 35,  Year Built: 1978,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,115 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,548 (year 2035),  Design Load: HS 20,  Features Intersected: B & O RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5234603,  Location: 2763' E OF RD 35 (Lat: 41.041461,  Lng: -81.956300),  Route carried "on" structure: County highway 72,  Year Built: 1958,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 609 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 845 (year 2035),  Design Load: H 20,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5243076,  Location: 1MI.W.OF WESTFIELD (Lat: 41.027050,  Lng: -81.952669),  Route carried "on" structure: County highway C0097,  Year Built: 2002,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,178 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,023 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: GREENWIICH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5243939,  Location: 0.6 MI N OF TH 78 (Lat: 41.060250,  Lng: -81.961919),  Route carried "on" structure: County highway 35,  Year Built: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,432 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,988 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.079,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 5244188,  Location: 2539' East of CH 15 (Lat: 41.012189,  Lng: -81.932561),  Route carried "on" structure: County highway 46,  Year Built: 2015,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 540 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2035),  Design Load: HL 93,  Features Intersected: Camel Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 5244749,  Location: 0.3 MI E OF CH 35 (Lat: 41.052069,  Lng: -81.960331),  Route carried "on" structure: County highway 78,  Year Built: 1988,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 399 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 554 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.550,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8532362,  Location: 0.2 MI. N. OF CR70 (Lat: 40.988589,  Lng: -81.939181),  Route carried "on" structure: County highway C0051,  Year Built: 2000,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 435 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 604 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: KILLBUCK CREEK,  Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.769,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5202558,  Location: 1.89 MILES NORTH OF SR 83 (Lat: 41.003100,  Lng: -81.961500),  Route carried "under" structure: Interstate 71,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 51,124 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER MED-035-0096 CH,  Facility Carried by Structure: CR 35 Friendsville
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 5202647,  Location: 3.09 MILES NORTH OF SR 83 (Lat: 41.010981,  Lng: -81.941011),  Route carried "under" structure: Interstate 71,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 51,124 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER MED-015-0148 CH,  Facility Carried by Structure: CR 15 Westfield Rd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.998,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 5202736,  Location: 3.75 MILES NORTH OF SR 83 (Lat: 41.015319,  Lng: -81.929819),  Route carried "under" structure: Interstate 71,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 51,124 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER MED-057-0022 TH,  Facility Carried by Structure: TH-75 Leroy Rd
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 9.061,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 520276,  Location: 4.87 MILES NORTH OF SR 83 (Lat: 41.022719,  Lng: -81.910781),  Route carried "under" structure: Interstate 71,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 51,124 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER MED-246-0190 TH,  Facility Carried by Structure: TH-246 Daniels Rd
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 5202809,  Location: 5.41 MILES NORTH OF SR 83 (Lat: 41.026339,  Lng: -81.902031),  Route carried "under" structure: County highway 97,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 3,837 (year 2015),  Truck Traffic: 3%,  Features Intersected: MED-71-0729L,  Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 8.159,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 5202817,  Location: 5.41 MILES NORTH OF SR-83 (Lat: 41.026211,  Lng: -81.901281),  Route carried "under" structure: County highway 97,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 3,837 (year 2015),  Truck Traffic: 3%,  Features Intersected: MED-71-0729R,  Facility Carried by Structure: IR71/IR76/US224 RP
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 8.224,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 5202841,  Location: I71-SB RAMP FROM WB-I76 (Lat: 41.026261,  Lng: -81.903050),  Route carried "under" structure: County highway 97,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 3,837 (year 2015),  Truck Traffic: 3%,  Features Intersected: I71 SB RAMP FROM I76 WB,  Facility Carried by Structure: I71 SB RAMP
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 8.063,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 5206731,  Location: 0.30 MI.E.OF LAKE RD. (Lat: 41.030761,  Lng: -81.901539),  Route carried "under" structure: US 224,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 19,793 (year 2015),  Truck Traffic: 18%,  Features Intersected: UNDER I71 SB RAMP(ES),  Facility Carried by Structure: IR 71 SB RAMP(ES)
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 25.267,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)