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

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Structure Number: 1432877,  Location: .9 MI W OF SR 72 (Lat: 39.551089,  Lng: -83.730469),  Route carried "on" structure: County highway C0022,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 112 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 155 (year 2036),  Design Load: HS 20,  Features Intersected: TRIBUTARY GRASSY RUN,  Facility Carried by Structure: GALLIMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 5 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 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: 42.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Total Project Cost: $29,823,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1442686,  Location: .28 MI S OF GALLIMORE RD (Lat: 39.543569,  Lng: -83.737181),  Route carried "on" structure: County highway T0183,  Year Built: 1985,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 35 (year 2036),  Design Load: HS 20,  Features Intersected: GRASSY RUN,  Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  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: Satisfactory,  Operating Rating: 55.1 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: 42.1 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,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $34,203,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2430274,  Location: 0.15 MI E GREENE CO LINE (Lat: 39.560639,  Lng: -83.666189),  Route carried "on" structure: County highway C0014,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 324 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2038),  Design Load: HS 20,  Features Intersected: WEST BRANCH CK - ALLEN R,  Facility Carried by Structure: ALLEN ROAD-CR 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2432617,  Location: 0.15 MI N ALLEN RD-CR14 (Lat: 39.564000,  Lng: -83.664989),  Route carried "on" structure: County highway T0077,  Year Built: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 35 (year 2035),  Design Load: HS 20,  Features Intersected: W BR RATTLESNAKE-DAVIDS,  Facility Carried by Structure: DAVIDS ROAD-TR77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County 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: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2901714,  Location: 1 MI N OF SR 72 (Lat: 39.565961,  Lng: -83.704531),  Route carried "on" structure: County highway T0057,  Year Built: 1964,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,941 (year 2035),  Features Intersected: I71,  Facility Carried by Structure: ORCHARD GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2901749,  Location: 1.5 MI S GRE-FAY CO LINE (Lat: 39.575581,  Lng: -83.689669),  Route carried "on" structure: Interstate 71,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 20,152 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 27,971 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: W BRANCH RATTLESNAKE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2901773,  Location: 1.5 MI S GRE-FAY CO LINE (Lat: 39.575381,  Lng: -83.689481),  Route carried "on" structure: Interstate 71,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 20,152 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 27,971 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: W BRANCH RATTLESNAKE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2901803,  Location: 1 MI S OF GRE-FAY CO LINE (Lat: 39.579239,  Lng: -83.682439),  Route carried "on" structure: County highway T0146,  Year Built: 1964,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,941 (year 2035),  Design Load: H 15,  Features Intersected: I71,  Facility Carried by Structure: SMITH RD T146
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: 2901838,  Location: OVER IR 71 (Lat: 39.557361,  Lng: -83.719400),  Route carried "on" structure: State highway 72,  Year Built: 1964,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 1,896 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,632 (year 2035),  Design Load: H 20,  Features Intersected: I71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2931613,  Location: 1.58 mi E of 72 (Lat: 39.596700,  Lng: -83.695739),  Route carried "on" structure: County highway C0029,  Year Built: 1978,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 243 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 662 (year 2038),  Design Load: HS 20,  Features Intersected: RATTLESNAKE CREEK,  Facility Carried by Structure: HANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  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: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Bituminous,  Membrane: Built-up

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Structure Number: 2931907,  Location: 2.43 mi N of GRE Co Line (Lat: 39.574861,  Lng: -83.675539),  Route carried "on" structure: County highway T0181,  Year Built: 1983,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 143 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 487 (year 2040),  Design Load: HS 20,  Features Intersected: RATTLESNAKE CREEK,  Facility Carried by Structure: ZIMMERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.911,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  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: 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: Somewhat better than minimum adequacy,  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: Bituminous,  Membrane: Built-up

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Structure Number: 2935899,  Location: 0.82 mi E of Hanley (Lat: 39.584339,  Lng: -83.695019),  Route carried "on" structure: County highway C0132,  Year Built: 1950,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 662 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRANCH RATTLESNAKE CREEK,  Facility Carried by Structure: HARGRAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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,  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: Bituminous,  Membrane: Built-up

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Structure Number: 2938154,  Location: 0.90 mi E of Hargrave (Lat: 39.575250,  Lng: -83.677939),  Route carried "on" structure: County highway T0146,  Year Built: 1971,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 79 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20,  Features Intersected: RATTLE SNAKE CREEK,  Facility Carried by Structure: SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 14.3m (46.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 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: Bituminous

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Structure Number: 2901714,  Location: 1 MI N OF SR 72 (Lat: 39.565961,  Lng: -83.704531),  Route carried "under" structure: Interstate 71,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 40,303 (year 2015),  Truck Traffic: 27%,  Features Intersected: T57(ORCHARD GROVE ROAD),  Facility Carried by Structure: ORCHARD GROVE RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.414,  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: 2901803,  Location: 1 MI S OF GRE-FAY CO LINE (Lat: 39.579239,  Lng: -83.682439),  Route carried "under" structure: Interstate 71,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 40,303 (year 2015),  Truck Traffic: 27%,  Features Intersected: T146(SMITH ROAD),  Facility Carried by Structure: SMITH RD T146
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.812,  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: 2901838,  Location: OVER IR 71 (Lat: 39.557361,  Lng: -83.719400),  Route carried "under" structure: Interstate 71,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 38,787 (year 2015),  Truck Traffic: 27%,  Features Intersected: S72,  Facility Carried by Structure: SR 72
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 82.077,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)