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

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Structure Number: 8705771,  Location: 0.72 MI. N. OF IR 80 (Lat: 41.536431,  Lng: -83.463369),  Route carried "on" structure: ServiceCounty highway C0714,  Year Built: 1987,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,417 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 280,  Facility Carried by Structure: CR 714
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.346,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 22.9m (75.1ft)

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

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Structure Number: 8705836,  Location: 1.09 Mi. N. of SR 795 (Lat: 41.573261,  Lng: -83.468731),  Route carried "on" structure: County highway T0067,  Year Built: 1987,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 587 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,167 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 280,  Facility Carried by Structure: Ayers Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.050,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8705844,  Location: 1.56 Mi. N. of SR 795 (Lat: 41.578311,  Lng: -83.473600),  Route carried "on" structure: County highway T0111,  Year Built: 1986,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 1,026 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 280,  Facility Carried by Structure: Lemoyne Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.841,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8705852,  Location: 1.59 Mi. S. of SR 51 (Lat: 41.587200,  Lng: -83.478181),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1986,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 350 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 450 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.226,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 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: 8705879,  Location: 1.56 MI S OF SR 51 (Lat: 41.587939,  Lng: -83.477231),  Route carried "on" structure: County highway T0068,  Year Built: 1986,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 3,343 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,100 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: IR 280,  Facility Carried by Structure: Walbridge Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.845,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  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,  Underclear: 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: 8705887,  Location: 1.55 Mi. S. OF SR 51 (Lat: 41.587889,  Lng: -83.476900),  Route carried "on" structure: Interstate 280,  Year Built: 1953,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 28,374 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,383 (year 2035),  Design Load: HS 15,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 7.290,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8705909,  Location: 1.50 Mi. S. of SR 51 (Lat: 41.588461,  Lng: -83.475489),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1986,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,987 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.371,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 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: 8705917,  Location: 1.05 MI S OF SR 51 (Lat: 41.595511,  Lng: -83.476919),  Route carried "on" structure: Interstate 280,  Year Built: 1953,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 31,686 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,980 (year 2035),  Design Load: H 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.119,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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,  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

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Structure Number: 8707413,  Location: JCT EAST BROADWAY (Lat: 41.564261,  Lng: -83.516789),  Route carried "on" structure: State highway 795,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 43.71m (143.41ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: CEDAR CR-CSX-CR 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.479,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: May 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: 8707448,  Location: JCT EAST BROADWAY (Lat: 41.564081,  Lng: -83.516769),  Route carried "on" structure: State highway 795,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 43.71m (143.41ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: CEDAR CR-CSX-CR 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.479,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: 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: Better than present minimum criteria,  Underclear: 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: May 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: 8707472,  Location: 1.70 Mi. West of IR 280 (Lat: 41.556019,  Lng: -83.492831),  Route carried "on" structure: State highway 795,  Year Built: 1973,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: TR 11 LUCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.877,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870748,  Location: 1.70 Mi. West of IR 280 (Lat: 41.555839,  Lng: -83.492819),  Route carried "on" structure: State highway 795,  Year Built: 1973,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: TR 11 LUCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.877,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8707502,  Location: 1/8 MILE E. OF LUCKEY RD (Lat: 41.556189,  Lng: -83.491369),  Route carried "on" structure: State highway 795,  Year Built: 1973,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RR-WALBRIDGE YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on 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: 7,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870751,  Location: 1/8 MI E. LUCKEY RD (Lat: 41.556019,  Lng: -83.491319),  Route carried "on" structure: State highway 795,  Year Built: 1973,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 8,408 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RR WALBRIDGE YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on 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: 7,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum 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: Integral Concrete

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Structure Number: 8729638,  Location: 2MI WEST OF EXIT 71 (Lat: 41.536939,  Lng: -83.492081),  Route carried "on" structure: County highway C0011,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 1,408 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,927 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: LUCKEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.561,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 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: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8732809,  Location: .1 MI.N.OF S.R.795 (Lat: 41.565750,  Lng: -83.511919),  Route carried "on" structure: County highway C010D,  Year Built: 1969,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,531 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,513 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK EAST BROADWA,  Facility Carried by Structure: EAST BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 11.6m (38.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  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 12 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: 8732876,  Location: 0.10 ML S OF WALBRIDGE RD (Lat: 41.587089,  Lng: -83.512569),  Route carried "on" structure: County highway C010D,  Year Built: 1999,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,806 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,507 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: 2395DRY CRK.EAST BROADWA,  Facility Carried by Structure: EAST BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 8733198,  Location: 2 MILES NORTH OF S.R. 795 (Lat: 41.583081,  Lng: -83.493189),  Route carried "on" structure: County highway T011E,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,132 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,959 (year 2035),  Features Intersected: CEDAR CREEK DROUILLARD R,  Facility Carried by Structure: DROUILLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8733252,  Location: 0.65 ML N OF WALBRIDGE RD (Lat: 41.594950,  Lng: -83.493461),  Route carried "on" structure: County highway TO11E,  Year Built: 1931,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,873 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,376 (year 2035),  Design Load: H 15,  Features Intersected: DRY CREEK DROUILLARD RD,  Facility Carried by Structure: DROUILLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 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: 8744351,  Location: 0.18 ML E OF LEMOYNE RD (Lat: 41.544111,  Lng: -83.468511),  Route carried "on" structure: County highway T065C,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 668 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 927 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: HENRY DITCH LATCHA RD,  Facility Carried by Structure: LATCHA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8744467,  Location: 0.57 MI.E. OF E. BROADWAY (Lat: 41.573219,  Lng: -83.501361),  Route carried "on" structure: County highway T067B,  Year Built: 1953,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 347 (year 2035),  Features Intersected: DCH2037 CEDARCRK.AYERS R,  Facility Carried by Structure: AYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 8744637,  Location: 1.8 MI.WEST OF S.R. 280 (Lat: 41.587911,  Lng: -83.510631),  Route carried "on" structure: County highway T068B,  Year Built: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,071 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,487 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DRYCRK.D2395 WALBRIDGE R,  Facility Carried by Structure: WALBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $114,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 87503,  Location: 0.18 ML S OF LATCHA RD (Lat: 41.542411,  Lng: -83.472739),  Route carried "on" structure: County highway T111D,  Year Built: 1935,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,285 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,784 (year 2035),  Design Load: HS 15,  Features Intersected: HENRY DITCH LEMOYNE ROAD,  Facility Carried by Structure: LEMOYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 8750351,  Location: 0.13 ML N WALBRIDGE RD (Lat: 41.589581,  Lng: -83.473789),  Route carried "on" structure: County highway T111E,  Year Built: 1932,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,134 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,962 (year 2035),  Features Intersected: CEDAR CREEK LEMOYNE RD,  Facility Carried by Structure: LEMOYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 8757682,  Location: 0.5MI.W. OF EAST BROADWAY (Lat: 41.551289,  Lng: -83.521389),  Route carried "on" structure: County highway T311A,  Year Built: 2001,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 139 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: 2037 CEDARCREEK KELLER R,  Facility Carried by Structure: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: Bituminous,  Membrane: Built-up

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Structure Number: 8757798,  Location: 0.08 ML W OF LUCKY RD (Lat: 41.576861,  Lng: -83.499239),  Route carried "on" structure: County highway T314A,  Year Built: 2004,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 278 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK ISCH ROAD,  Facility Carried by Structure: ISCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8757844,  Location: 1.6 MI.NORTH OF S.R.795 (Lat: 41.578200,  Lng: -83.497861),  Route carried "on" structure: County highway T315A,  Year Built: 1925,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,420 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,359 (year 2035),  Features Intersected: CEDAR CREEK LUCKEY ROAD,  Facility Carried by Structure: LUCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 8758514,  Location: 1.25 MI.N.OF S.R. 795 (Lat: 41.581861,  Lng: -83.527800),  Route carried "on" structure: County highway C321C,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,071 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,263 (year 2035),  Design Load: HS 20,  Features Intersected: DCH2395 DRYCREEK TRACY R,  Facility Carried by Structure: TRACY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  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: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8705771,  Location: 0.72 MI. N. OF IR 80 (Lat: 41.536431,  Lng: -83.463369),  Route carried "under" structure: Interstate 280,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 24,039 (year 2018),  Truck Traffic: 12%,  Features Intersected: BAHNSEN ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.175,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 8705836,  Location: 1.09 Mi. N. of SR 795 (Lat: 41.573261,  Lng: -83.468731),  Route carried "under" structure: Interstate 280,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 28,939 (year 2015),  Truck Traffic: 16%,  Features Intersected: TR 67 Ayers Rd.
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 8705844,  Location: 1.56 Mi. N. of SR 795 (Lat: 41.578311,  Lng: -83.473600),  Route carried "under" structure: Interstate 280,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 28,939 (year 2015),  Truck Traffic: 16%,  Features Intersected: TR 111 Lemoyne Rd.
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.212,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 8705879,  Location: 1.56 MI S OF SR 51 (Lat: 41.587939,  Lng: -83.477231),  Route carried "under" structure: Interstate 280,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 28,374 (year 2015),  Truck Traffic: 16%,  Features Intersected: Walbridge Rd. T0068
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 7.274,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 8707413,  Location: JCT EAST BROADWAY (Lat: 41.564261,  Lng: -83.516789),  Route carried "under" structure: County highway C0010,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 588 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR 795,  Facility Carried by Structure: East Broadway St.
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 54.718,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 8707448,  Location: JCT EAST BROADWAY (Lat: 41.564081,  Lng: -83.516769),  Route carried "under" structure: County highway C0010,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 588 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR 795,  Facility Carried by Structure: East Broadway St.
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 70.489,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 8707472,  Location: 1.70 Mi. West of IR 280 (Lat: 41.556019,  Lng: -83.492831),  Route carried "under" structure: County highway T0011,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,910 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 795,  Facility Carried by Structure: Luckey Rd.
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.913,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 870748,  Location: 1.70 Mi. West of IR 280 (Lat: 41.555839,  Lng: -83.492819),  Route carried "under" structure: County highway T0011,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,910 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 795,  Facility Carried by Structure: Luckey Rd.
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 8729638,  Location: 2MI WEST OF EXIT 71 (Lat: 41.536939,  Lng: -83.492081),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 31,648 (year 2015),  Truck Traffic: 27%,  Features Intersected: LUCKEY RD,  Facility Carried by Structure: I80 OHIO TPK
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 10.847,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)