Bridge Statistics for Broadview Heights, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1805797,  Location: JCT. SR-82 (Lat: 41.316281,  Lng: -81.649181),  Route carried "on" structure: Interstate 77,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 37,686 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 52,308 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 82 (1211) ROYALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: 45.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805827,  Location: JCT. SR-82 (Lat: 41.316631,  Lng: -81.648631),  Route carried "on" structure: Interstate 77,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 37,686 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 52,308 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 82 (1213) ROYALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  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 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1805851,  Location: .17 MI. N. OF JCT SR-82 (Lat: 41.319950,  Lng: -81.648850),  Route carried "on" structure: Interstate 77,  Year Built: 1971,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 75,372 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 104,616 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.1m (170.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 1805886,  Location: .63 MI. N. OF JCT. SR-82 (Lat: 41.325500,  Lng: -81.649050),  Route carried "on" structure: County highway 171,  Year Built: 1971,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 4,967 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,894 (year 2022),  Design Load: H 15,  Features Intersected: IR-77 (UND HARRIS RD),  Facility Carried by Structure: HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 25.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180594,  Location: 1.44 MI. N. OF JCT. SR-82 (Lat: 41.337061,  Lng: -81.649919),  Route carried "on" structure: City street LACEY,  Year Built: 1969,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 1,388 (year 2022),  Design Load: H 15,  Features Intersected: IR-77 (UND LACEY LANE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.9 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: 32.4 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1805975,  Location: 1.97 MI. N. OF JCT. SR-82 (Lat: 41.344839,  Lng: -81.650350),  Route carried "on" structure: County highway 57,  Year Built: 1969,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 5,941 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,246 (year 2036),  Design Load: HS 20,  Features Intersected: IR-77 (UND WALLINGS RD.),  Facility Carried by Structure: WALLINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.854,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1806009,  Location: 2.41 MI. N. OF JCT. SR-82 (Lat: 41.351200,  Lng: -81.649850),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 42,630 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 59,170 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 67 (SPRAGUE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.417,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $356,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1806033,  Location: 2.41 MI N. OF JCT. SR-82 (Lat: 41.351081,  Lng: -81.649411),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 42,630 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 59,170 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 67 (SPRAGUE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.417,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $356,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1829882,  Location: 3.6 MILES WEST EXIT 173 (Lat: 41.301219,  Lng: -81.701481),  Route carried "on" structure: Interstate 80K,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 12,800 (year 1972),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,766 (year 1992),  Design Load: HS 20+Mod,  Features Intersected: N RYLTN BRKSVLLE PKWAY,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.542,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  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: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 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: 1829912,  Location: 8MI EAST OF EXIT 10 (Lat: 41.294981,  Lng: -81.684750),  Route carried "on" structure: State highway 176,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 11,155 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,483 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 42.1 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: 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: 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: 1829939,  Location: 8.1MI EAST OF EXIT 10 (Lat: 41.294761,  Lng: -81.683950),  Route carried "on" structure: County highway 63,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 2,956 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,103 (year 2036),  Design Load: H 15,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: EDGERTON RD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 9.213,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 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: 28.3m (92.8ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 1831712,  Location: 1096' NE OF ROYALTON RD (Lat: 41.322911,  Lng: -81.644319),  Route carried "on" structure: County highway C0171,  Year Built: 1963,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 3,056 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,242 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: CHIPPEWA CREEK,  Facility Carried by Structure: HARRIS RD CR 171
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.6 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: 46.0 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Bituminous

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Structure Number: 1831933,  Location: 145' E OF WILTSHIRE RD (Lat: 41.277211,  Lng: -81.701769),  Route carried "on" structure: County highway 127,  Year Built: 1980,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 6,052 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EAST BR ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1805797,  Location: JCT. SR-82 (Lat: 41.316281,  Lng: -81.649181),  Route carried "under" structure: State highway 82,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 19,538 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-77 SB (CUY-77-0282L),  Facility Carried by Structure: IR 77 SB.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 19.489,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1805827,  Location: JCT. SR-82 (Lat: 41.316631,  Lng: -81.648631),  Route carried "under" structure: State highway 82,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 19,538 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-71 NB (CUY-77-0282R),  Facility Carried by Structure: IR 77 NB.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 19.521,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1805886,  Location: .63 MI. N. OF JCT. SR-82 (Lat: 41.325500,  Lng: -81.649050),  Route carried "under" structure: Interstate 77,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 77,635 (year 2016),  Truck Traffic: 8%,  Features Intersected: CR-171 (HARRIS RD),  Facility Carried by Structure: HARRIS RD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 5.552,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 180594,  Location: 1.44 MI. N. OF JCT. SR-82 (Lat: 41.337061,  Lng: -81.649919),  Route carried "under" structure: Interstate 77,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 77,635 (year 2016),  Truck Traffic: 8%,  Features Intersected: LACEY LANE,  Facility Carried by Structure: LACEY LANE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1805975,  Location: 1.97 MI. N. OF JCT. SR-82 (Lat: 41.344839,  Lng: -81.650350),  Route carried "under" structure: Interstate 77,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 88,255 (year 2016),  Truck Traffic: 8%,  Features Intersected: CR-57 (WALLINGS RD),  Facility Carried by Structure: WALLINGS RD.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.694,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1806009,  Location: 2.41 MI. N. OF JCT. SR-82 (Lat: 41.351200,  Lng: -81.649850),  Route carried "under" structure: County highway 67,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,630 (year 1968),  Features Intersected: IR-77,  Facility Carried by Structure: IR 77 SB.
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 23.963,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1806033,  Location: 2.41 MI N. OF JCT. SR-82 (Lat: 41.351081,  Lng: -81.649411),  Route carried "under" structure: County highway 67,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,630 (year 1968),  Features Intersected: I-77 NB,  Facility Carried by Structure: IR 77 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 23.963,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1829882,  Location: 3.6 MILES WEST EXIT 173 (Lat: 41.301219,  Lng: -81.701481),  Route carried "under" structure: City street NRBPK,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1970),  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: N RYLTN BRKSVLLE P
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1829912,  Location: 8MI EAST OF EXIT 10 (Lat: 41.294981,  Lng: -81.684750),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 42,820 (year 2016),  Truck Traffic: 27%,  Features Intersected: SR-176 BROADVIEW RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 272.784,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1829939,  Location: 8.1MI EAST OF EXIT 10 (Lat: 41.294761,  Lng: -81.683950),  Route carried "under" structure: Interstate 80K,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 42,820 (year 2016),  Truck Traffic: 27%,  Features Intersected: EDGERTON RD CR-63,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 26.264,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)