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

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Structure Number: 8031495,  Location: 0.1 MI WEST of SR 38 (Lat: 40.160511,  Lng: -83.394981),  Route carried "on" structure: County highway T0069,  Year Built: 1972,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 454 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 630 (year 2035),  Design Load: HS 20,  Features Intersected: BUCK RUN,  Facility Carried by Structure: TR 69 B ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.081,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 8031576,  Location: 0.8 MI EAST of SR 4 (Lat: 40.198131,  Lng: -83.399650),  Route carried "on" structure: County highway T0070,  Year Built: 1930,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 327 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 454 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRANCH BUCK RUN,  Facility Carried by Structure: TR 70 A BOERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.321,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 6.7m (22.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $40,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8032033,  Location: 2.5 MI WEST of SR 36 (Lat: 40.212050,  Lng: -83.439439),  Route carried "on" structure: County highway C0078,  Year Built: 1977,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 931 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,292 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BUCK RUN,  Facility Carried by Structure: CR 78 D COLLINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.571,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8032459,  Location: 2 MI SW of SR 31 (Lat: 40.289031,  Lng: -83.401361),  Route carried "on" structure: County highway C0236,  Year Built: 1997,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 650 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 902 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: C236A COTTON SLASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 8032696,  Location: 1.2 MI SOUTH of SR 36 (Lat: 40.247019,  Lng: -83.264450),  Route carried "on" structure: County highway C0107,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 257 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 357 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DUNS RUN BRANCH MILL CRK,  Facility Carried by Structure: C107A SPRINGDALE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 8032777,  Location: 0.2 MI NORTH of WATKINS R (Lat: 40.236481,  Lng: -83.306881),  Route carried "on" structure: County highway T0109,  Year Built: 1978,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 951 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,320 (year 2035),  Design Load: HL 93,  Features Intersected: BRANCH MILL CREEK,  Facility Carried by Structure: TR 109 JOLLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.394,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8032939,  Location: 0.25 NORTH of 5TH STREET (Lat: 40.243889,  Lng: -83.355131),  Route carried "on" structure: County highway C0114,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 1,654 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,296 (year 2035),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CR 114 WALDO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.919,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: Better than 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,  Designated Inspection Frequency: Every 24 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: Latex Concrete

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Structure Number: 8033153,  Location: 1.5 MI SOUTH of SR 347 (Lat: 40.329369,  Lng: -83.355619),  Route carried "on" structure: County highway C0129,  Year Built: 1969,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,102 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,530 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: C129E WOLFORD MASK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.211,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 14.0m (45.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8033269,  Location: 0.1 MI SOUTH OF CR 104 (Lat: 40.210661,  Lng: -83.267561),  Route carried "on" structure: County highway C0036,  Year Built: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 204 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 283 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF MILL CREEK,  Facility Carried by Structure: C36B BEECHER-GMBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.300,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 8033587,  Location: 1.5 MI EAST of SR 36 (Lat: 40.247961,  Lng: -83.266411),  Route carried "on" structure: County highway C0135,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 160 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 222 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DUNS RUN BRANCH MILL CRK,  Facility Carried by Structure: C135A DOVER-COUNTY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.361,  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: 9.4m (30.8ft),  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8033668,  Location: 2.4 MI NORTH of RAYMOND R (Lat: 40.278419,  Lng: -83.420450),  Route carried "on" structure: County highway C0136,  Year Built: 1972,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 143 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 198 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OTTER RUN,  Facility Carried by Structure: C136D DOG LEG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.861,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 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: 8034206,  Location: 0.25MI N OF CR128 (Lat: 40.293919,  Lng: -83.312561),  Route carried "on" structure: County highway C0194,  Year Built: 2013,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 175 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 243 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: C194A LEEPER-PERKN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8034338,  Location: 0.1 MI EAST of CR 113 (Lat: 40.284361,  Lng: -83.295911),  Route carried "on" structure: County highway C0194,  Year Built: 1971,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 709 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 984 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: C194D LEEPER-PERKN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.710,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8034494,  Location: 0.1 MI WEST of SR 4 (Lat: 40.306500,  Lng: -83.333700),  Route carried "on" structure: County highway C0196,  Year Built: 1970,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 126 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 175 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: C196B MACKLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: 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: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8039187,  Location: 4.5MI WEST of SR 42 (Lat: 40.212369,  Lng: -83.264219),  Route carried "on" structure: County highway C0104,  Year Built: 2017,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,536 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,713 (year 2036),  Design Load: HL 93,  Features Intersected: BRANCH OF MILL CREEK,  Facility Carried by Structure: CR 104 F WATKINS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.774,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 61.6 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8047669,  Location: 2.6 MI NW of SR 42 (Lat: 40.180289,  Lng: -83.273150),  Route carried "on" structure: County highway C0001,  Year Built: 1985,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,820 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,078 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LEO RAUSCH SUGAR RUN,  Facility Carried by Structure: C1G INDUSTRIAL PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.400,  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: 10.1m (33.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: 8047863,  Location: 0.1 NORTH of SCOTTSLAWN (Lat: 40.207300,  Lng: -83.314389),  Route carried "on" structure: County highway C0001,  Year Built: 1985,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,071 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,651 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GILCRIST RUN,  Facility Carried by Structure: C 1 INDUSTRIAL PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  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: 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,  Waterway Adequacy: Equal to present minimum 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: 8050821,  Location: 2 MI NORTH of MARYSVILLE (Lat: 40.279200,  Lng: -83.398781),  Route carried "on" structure: County highway C0191,  Year Built: 1979,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,367 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,897 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OTTER RUN,  Facility Carried by Structure: C191I RAYMOND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.225,  Lanes on structure: 2,  Owner: County 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: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8051054,  Location: 0.25MI N of LEEPER-PERKIN (Lat: 40.286281,  Lng: -83.298069),  Route carried "on" structure: County highway C0113,  Year Built: 2000,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 460 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 638 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: CR113D WHITESTONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.168,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 805267,  Location: 2.7 MI NORTH of SR 4 (Lat: 40.323011,  Lng: -83.354261),  Route carried "on" structure: County highway C0129,  Year Built: 1976,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,102 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,530 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLUES CREEK,  Facility Carried by Structure: C129D WOLFRD MSKIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.458,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8060223,  Location: 0.1MILE NORTH OF RAILROAD (Lat: 40.242489,  Lng: -83.371839),  Route carried "on" structure: County highway MAPLE,  Year Built: 1968,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 4,756 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,601 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: 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: 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: 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: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8061173,  Location: 0.2 MI. E. OF S.R. 4 (Lat: 40.258661,  Lng: -83.361839),  Route carried "on" structure: City street SCOTT,  Year Built: 2001,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,082 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: INFIRMARY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8062064,  Location: 0.3 MI. N. OF C.R.1 (Lat: 40.228411,  Lng: -83.339300),  Route carried "on" structure: City street COLEM,  Year Built: 2005,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,940 (year 2030),  Design Load: HS 20,  Features Intersected: BEACH DITCH (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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Structure Number: 8000093,  Location: .33 MI EAST SR31 (Lat: 40.253019,  Lng: -83.367150),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 35,111 (year 2015),  Truck Traffic: 10%,  Features Intersected: UNDER SR-4,  Facility Carried by Structure: SR-4
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.188,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 8000395,  Location: .33 MI WEST OF SR4 (Lat: 40.253981,  Lng: -83.373169),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 35,111 (year 2015),  Truck Traffic: 10%,  Features Intersected: UNDER SR-31,  Facility Carried by Structure: SR 31
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.657,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 8000786,  Location: OVER NW PKWY (Lat: 40.243119,  Lng: -83.398319),  Route carried "under" structure: State highway 245,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,659 (year 2015),  Truck Traffic: 3%,  Features Intersected: US33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 11.941,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 8000816,  Location: OVER NW PKWY (Lat: 40.243039,  Lng: -83.398039),  Route carried "under" structure: State highway 245,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,659 (year 2015),  Truck Traffic: 3%,  Features Intersected: US33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 11.957,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 8000832,  Location: 4.25 MI N OF SR739 (Lat: 40.256781,  Lng: -83.456319),  Route carried "under" structure: US 33,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,970 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER POLING ROAD (TR151,  Facility Carried by Structure: POLING RD (TR 151)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 8.127,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 8000905,  Location: 0.92 MI N OF SR245 (Lat: 40.246719,  Lng: -83.394239),  Route carried "under" structure: County highway 191,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,520 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER US 33-0893L,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 8000964,  Location: 0.92 MI N. OF SR245 (Lat: 40.246539,  Lng: -83.394089),  Route carried "under" structure: County highway 191,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,520 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER US 33-0893R,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 8001006,  Location: 5.3 MI N OF SR739 (Lat: 40.252600,  Lng: -83.440889),  Route carried "under" structure: County highway CO134,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 292 (year 2015),  Truck Traffic: 8%,  Features Intersected: US33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 8001014,  Location: 5.13 MI N OF SR739 (Lat: 40.252411,  Lng: -83.440950),  Route carried "under" structure: County highway C0134,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 292 (year 2015),  Truck Traffic: 8%,  Features Intersected: US33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 8001057,  Location: 1.01 MI N OF SR4 (Lat: 40.246189,  Lng: -83.355339),  Route carried "under" structure: County highway 114,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,654 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 8001065,  Location: 7.05 MI N OF SR739 (Lat: 40.238750,  Lng: -83.409481),  Route carried "under" structure: State highway 245,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,590 (year 2015),  Truck Traffic: 2%,  Features Intersected: US33,  Facility Carried by Structure: USR 33
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 10.767,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: 8001073,  Location: 7.05 MI N. OF SR739 (Lat: 40.238650,  Lng: -83.409761),  Route carried "under" structure: State highway 245,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,590 (year 2015),  Truck Traffic: 2%,  Features Intersected: US33,  Facility Carried by Structure: USR 33
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 10.750,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: 8001081,  Location: 1.01 MI N OF SR4 (Lat: 40.245939,  Lng: -83.355369),  Route carried "under" structure: County highway 114,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,654 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 33,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 800117,  Location: OVER US36 (Lat: 40.239169,  Lng: -83.345511),  Route carried "under" structure: US 36,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,308 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER US33-1219L,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 21.581,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 80012,  Location: OVER US36 (Lat: 40.239089,  Lng: -83.345769),  Route carried "under" structure: US 36,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,308 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER US33-1219R,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 21.565,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 8001219,  Location: 0.1 MI N OF US 36 (Lat: 40.237589,  Lng: -83.401289),  Route carried "under" structure: US 33,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 30,970 (year 2015),  Truck Traffic: 14%,  Features Intersected: RAMP (US33 TO US36 & SR4,  Facility Carried by Structure: U.S.. 36
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.422,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 8001227,  Location: 0.1 MI N. OF US36 (Lat: 40.237669,  Lng: -83.401119),  Route carried "under" structure: US 33,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 30,970 (year 2015),  Truck Traffic: 14%,  Features Intersected: RAMP (US33 TO US36 & SR4
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.438,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 8001243,  Location: SR 245 INTERSECTION (Lat: 40.240819,  Lng: -83.402411),  Route carried "under" structure: State highway 245,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,215 (year 2015),  Truck Traffic: 2%,  Features Intersected: US33 RAMP,  Facility Carried by Structure: USR 33
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 8001251,  Location: OVER C-133 (Lat: 40.243531,  Lng: -83.399450),  Route carried "under" structure: County highway 133,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,475 (year 2015),  Truck Traffic: 8%,  Features Intersected: US33 RAMP,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 8001294,  Location: 2.84 MI N OF US36 (Lat: 40.214389,  Lng: -83.307781),  Route carried "under" structure: US 33,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 38,567 (year 2015),  Truck Traffic: 11%,  Features Intersected: UNDER SCOTTSLAWN (C-105),  Facility Carried by Structure: CR 105
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 23.883,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 8001383,  Location: 5.98 MI N OF US36 (Lat: 40.187500,  Lng: -83.259931),  Route carried "under" structure: US 33,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 38,704 (year 2015),  Truck Traffic: 11%,  Features Intersected: UNDER CR 36,  Facility Carried by Structure: CR 36
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 28.936,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)