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

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Structure Number: 720042,  Location: MUSKELLUNGE CR & TP RD 57 (Lat: 41.368600,  Lng: -83.148969),  Route carried "on" structure: US 6,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 7,427 (year 2015),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,309 (year 2035),  Design Load: HS 20,  Features Intersected: MUSKELLUNGE CR & TR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.752,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7200455,  Location: MUSKELLUNGE CR & TP RD 57 (Lat: 41.368439,  Lng: -83.148981),  Route carried "on" structure: US 6,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 7,427 (year 2015),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,309 (year 2035),  Design Load: HS 20,  Features Intersected: MUSKELLUNGE CR & TR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.752,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7200579,  Location: JCT U.S. 6/SAND. RIVER (Lat: 41.367381,  Lng: -83.108481),  Route carried "on" structure: US 6,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 23,377 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,447 (year 2035),  Design Load: HS 20,  Features Intersected: SAND.RIV, NS RR, CR 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.180,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 40.8m (133.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 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: 7200625,  Location: 0.64 MILES WEST OF SR 412 (Lat: 41.362931,  Lng: -83.085789),  Route carried "on" structure: US 6,  Year Built: 1993,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 6,251 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,676 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 20/SR 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.304,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7200676,  Location: 3/4 MI. N. OF US 20 (Lat: 41.368769,  Lng: -83.075431),  Route carried "on" structure: US 6,  Year Built: 1991,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 6,251 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,676 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.511,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 15.5m (50.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 29.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7201109,  Location: 2.76 mi. South of IR 80 (Lat: 41.368069,  Lng: -83.134689),  Route carried "on" structure: State highway 19,  Year Built: 1970,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,703 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,752 (year 2035),  Design Load: H 20,  Features Intersected: USR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.365,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: 7201117,  Location: 1.71 mi. South of IR 80 (Lat: 41.382850,  Lng: -83.136439),  Route carried "on" structure: State highway 19,  Year Built: 1947,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,376 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,074 (year 2035),  Design Load: H 15,  Features Intersected: MUSKELLUNGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum 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 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: 7201206,  Location: 0.15 mi. North of IR 80 (Lat: 41.409731,  Lng: -83.135669),  Route carried "on" structure: State highway 19,  Year Built: 1900,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,710 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,149 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

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

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Structure Number: 7201249,  Location: 1.77 mi. North of IR80 (Lat: 41.433139,  Lng: -83.135250),  Route carried "on" structure: State highway 19,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,710 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,149 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.639,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7201893,  Location: 0.24 mi. East of USR 6 (Lat: 41.360689,  Lng: -83.082500),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,556 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,058 (year 2038),  Design Load: H 20,  Features Intersected: BARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.1 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: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: Integral Concrete

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Structure Number: 7201923,  Location: 0.24 mi. East of USR 6 (Lat: 41.360581,  Lng: -83.082669),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,556 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,058 (year 2038),  Design Load: H 20,  Features Intersected: BARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.1 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: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: Integral Concrete,  Membrane: Built-up

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Structure Number: 7202016,  Location: 0.86 mi. West of SR 19 (Lat: 41.334669,  Lng: -83.062311),  Route carried "on" structure: County highway C0020,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 3,359 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,436 (year 2035),  Design Load: HS 20,  Features Intersected: USR 20 & SR 19,  Facility Carried by Structure: CR 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.755,  Lanes on structure: 2,  Lanes under structure: 1,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 720204,  Location: 0.47 mi. West of SR19 (Lat: 41.331789,  Lng: -83.055819),  Route carried "on" structure: US 20,  Year Built: 1951,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 20,759 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 28,813 (year 2038),  Design Load: H 20,  Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.923,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: 7202253,  Location: 0.92 mi. East of SR 19 (Lat: 41.367339,  Lng: -83.117119),  Route carried "on" structure: State highway 53,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 11,393 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,813 (year 2035),  Design Load: HS 20,  Features Intersected: USR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.123,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7202288,  Location: 1 Mi. N. of USR 6 (Lat: 41.383531,  Lng: -83.115789),  Route carried "on" structure: State highway 53,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 11,393 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,813 (year 2035),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.926,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7202318,  Location: 1.95 mi. North of USR 20 (Lat: 41.395019,  Lng: -83.109750),  Route carried "on" structure: State highway 53,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 11,393 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,813 (year 2035),  Design Load: HS 20,  Features Intersected: MUSKELLUNGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.262,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7202407,  Location: 0.3 EAST OF EXIT 91 (Lat: 41.401711,  Lng: -83.104350),  Route carried "on" structure: Ramp State highway 53,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 1,838 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 10,013 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 53,  Facility Carried by Structure: TPK EXIT 91 RAMP
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 21.147,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7202679,  Location: JCT. USR 20 (Lat: 41.356200,  Lng: -83.076619),  Route carried "on" structure: State highway 412,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,095 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,520 (year 2035),  Design Load: H 15,  Features Intersected: USR 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  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: 19.2m (63.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7202695,  Location: 1.15 mi. North of USR 20 (Lat: 41.359939,  Lng: -83.055589),  Route carried "on" structure: State highway 412,  Year Built: 1983,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,095 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,520 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 7202741,  Location: JCT TWP RD 220 (Lat: 41.363669,  Lng: -83.031400),  Route carried "on" structure: State highway 412,  Year Built: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,095 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,520 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SOUTH CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 81.0 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: 77.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7228872,  Location: 2.2MI WEST OF EXIT 91 (Lat: 41.414850,  Lng: -83.151919),  Route carried "on" structure: County highway C0109,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 400 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,327 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TURNPIKE,  Facility Carried by Structure: KINGSWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 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: 37.2m (122.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 7228902,  Location: 1.5MI WEST OF EXIT 91 (Lat: 41.408931,  Lng: -83.138600),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 43,463 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 60,327 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MUDDY CREEK,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.411,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 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: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than 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 24 months,  Inspection Date: March 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: 7228937,  Location: 1.4MI WEST OF EXIT 91 (Lat: 41.408081,  Lng: -83.135919),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 43,463 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 60,327 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 19,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.652,  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: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Underclear: Meets minimum limits,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7228961,  Location: 1MI WEST OF EXIT 91 (Lat: 41.406019,  Lng: -83.128761),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 43,463 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 60,327 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: N&W RR,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.328,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7229003,  Location: 0.6MI WEST OF EXIT 91 (Lat: 41.403800,  Lng: -83.121961),  Route carried "on" structure: County highway C0166,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 30,000 (year 1990),  Truck Traffic: 27%,  Average Future Daily Traffic: 60,327 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: FANGBONER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 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: 21.0m (68.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 7229038,  Location: 0.1MI WEST OF EXIT 91 (Lat: 41.401100,  Lng: -83.112400),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 1,655 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I80 OH TPK,  Facility Carried by Structure: TPK EXIT 91 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.777,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: March 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: 7229054,  Location: 0.3MI EAST OF EXIT 91 (Lat: 41.399539,  Lng: -83.106119),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 42,820 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 53,  Facility Carried by Structure: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.324,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: March 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: 7229089,  Location: 0.6MI EAST OF EXIT 91 (Lat: 41.398250,  Lng: -83.101961),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 29.57m (97.01ft),  Average Daily Traffic: 21,410 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 29,717 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SANDUSKY RIVER,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.694,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than 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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2019,  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: 7229119,  Location: 1.3MI EAST OF EXIT 91 (Lat: 41.394550,  Lng: -83.087219),  Route carried "on" structure: County highway C0234,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 30,000 (year 1990),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: SHANON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 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: 20.4m (66.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7229135,  Location: 1.8MI EAST OF EXIT 91 (Lat: 41.392839,  Lng: -83.077719),  Route carried "on" structure: County highway C0188,  Year Built: 1954,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 30,000 (year 1990),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2010),  Design Load: HS 20,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: WERTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 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: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 7229143,  Location: 2.4MI EAST OF EXIT 91 (Lat: 41.391181,  Lng: -83.068469),  Route carried "on" structure: County highway C0198,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 30,000 (year 1990),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 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: 20.4m (66.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7229151,  Location: 2.5MI EAST OF EXIT 91 (Lat: 41.391100,  Lng: -83.066581),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 42,820 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 59,434 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BARK CREEK,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.768,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7230052,  Location: .13 MI. EAST OF CR 178 (Lat: 41.321100,  Lng: -83.088361),  Route carried "on" structure: County highway T0221,  Year Built: 1972,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,041 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,445 (year 2035),  Design Load: HS 20,  Features Intersected: BARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7230095,  Location: 0.17 MILES EAST OF BIDWEL (Lat: 41.341850,  Lng: -83.110239),  Route carried "on" structure: Business County highway C0006,  Year Built: 1975,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 5,482 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,609 (year 2035),  Design Load: HS 20,  Features Intersected: SANDUSKY RIV(HAYES AVE),  Facility Carried by Structure: HAYES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.212,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7230621,  Location: 0.34 MILES N. OF TR 221 (Lat: 41.325969,  Lng: -83.090931),  Route carried "on" structure: County highway C0178,  Year Built: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,524 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,115 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BARK CREEK,  Facility Carried by Structure: CO RD 178-SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.5 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: Better than present minimum 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,  Membrane: Preformed Fabric

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Structure Number: 7230648,  Location: 0.47 MILES N. OF TR 221 (Lat: 41.328739,  Lng: -83.090881),  Route carried "on" structure: County highway C0178,  Year Built: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,524 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,115 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BARK CREEK,  Facility Carried by Structure: CO RD 178-SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.5 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: 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,  Membrane: Preformed Fabric

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Structure Number: 7232047,  Location: 0.53 MILES EAST C.R. 198 (Lat: 41.321061,  Lng: -83.060319),  Route carried "on" structure: County highway 221,  Year Built: 1971,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,041 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,445 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 7232152,  Location: .67 MI. EAST OF CR 192 (Lat: 41.306669,  Lng: -83.058331),  Route carried "on" structure: County highway C0213,  Year Built: 1973,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 662 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 919 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GREEN CREEK,  Facility Carried by Structure: CR 213
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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