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

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Structure Number: 4801342,  Location: JCT USR 24 & NEOWASH ROAD (Lat: 41.474069,  Lng: -83.776789),  Route carried "on" structure: County highway C0143,  Year Built: 2010,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 450 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,004 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: USR 24,  Facility Carried by Structure: NEOWASH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.847,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete 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: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4801415,  Location: JCT CR 136 & USR 24 (Lat: 41.496111,  Lng: -83.764439),  Route carried "on" structure: County highway C0136,  Year Built: 2010,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 1,570 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: USR 24,  Facility Carried by Structure: CR 136
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.125,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4801423,  Location: JCT US 24 & DUTCH RD (Lat: 41.521811,  Lng: -83.742081),  Route carried "on" structure: US 24,  Year Built: 2011,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,530 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CR 133 DUTCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.091,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4801431,  Location: JCT USR 24 & DUTCH ROAD (Lat: 41.521819,  Lng: -83.741589),  Route carried "on" structure: US 24,  Year Built: 2011,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 12,530 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CR 133
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.091,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4801458,  Location: JCT USR 24 & CR 124 (Lat: 41.524461,  Lng: -83.733139),  Route carried "on" structure: US 24,  Year Built: 2011,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 12,530 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CR 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.880,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4801466,  Location: JCT USR 24 & CR 124 (Lat: 41.524211,  Lng: -83.733139),  Route carried "on" structure: US 24,  Year Built: 2011,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 12,530 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CR 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.880,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 480152,  Location: 0.4 Mi. N. OF DUTCH RD (Lat: 41.528150,  Lng: -83.716800),  Route carried "on" structure: US 24,  Year Built: 2012,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 26,059 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 31,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: ANTHONY WAYNE TRAIL N&SR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.360,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4802489,  Location: JCT USR 24 & SR 64 (Lat: 41.508331,  Lng: -83.754169),  Route carried "on" structure: State highway 64,  Year Built: 2011,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,354 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4832493,  Location: 0.47 MI. S. OF STITT RD. (Lat: 41.530039,  Lng: -83.732950),  Route carried "on" structure: County highway C0124,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,613 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,015 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BLYSTONE DITCH 0817,  Facility Carried by Structure: WATERVILLE-MON.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.148,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 8702463,  Location: 2.0 South of US 24 (Lat: 41.499939,  Lng: -83.711889),  Route carried "on" structure: State highway 64,  Year Built: 2020,  Status: Open,  Structure Length: 29.53m (96.88ft),  Average Daily Traffic: 11,900 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,541 (year 2038),  Design Load: HL 93,  Features Intersected: MAUMEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 4.4m (14.4ft), Horizontal Clearance: 34.3m (112.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 90.7 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: 8702659,  Location: 1/10 MILE W OF JCT SR 582 (Lat: 41.463011,  Lng: -83.747781),  Route carried "on" structure: State highway 65,  Year Built: 1998,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,783 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,475 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TONTOGANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Better than 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8702683,  Location: 150 FT W OF OVITT RD (Lat: 41.486711,  Lng: -83.716561),  Route carried "on" structure: State highway 65,  Year Built: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,915 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,046 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HASKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.638,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 875481,  Location: 0.80 ML S OF S.R. 65 (Lat: 41.452111,  Lng: -83.748389),  Route carried "on" structure: County highway T222A,  Year Built: 1971,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Design Load: HS 20,  Features Intersected: TONTOGANY CRK.ROBINSON R,  Facility Carried by Structure: ROBINSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4801342,  Location: JCT USR 24 & NEOWASH ROAD (Lat: 41.474069,  Lng: -83.776789),  Route carried "under" structure: US 24,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 19,613 (year 2019),  Truck Traffic: 39%,  Features Intersected: CR 143 Neowash Rd.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.911,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4801415,  Location: JCT CR 136 & USR 24 (Lat: 41.496111,  Lng: -83.764439),  Route carried "under" structure: US 24,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 19,613 (year 2019),  Truck Traffic: 39%,  Features Intersected: CR 136 Neapolis-Watervil
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.631,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 4801423,  Location: JCT US 24 & DUTCH RD (Lat: 41.521811,  Lng: -83.742081),  Route carried "under" structure: County highway C0133,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,611 (year 2019),  Truck Traffic: 5%,  Features Intersected: USR 24,  Facility Carried by Structure: CR 133 Dutch Rd.
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 4801431,  Location: JCT USR 24 & DUTCH ROAD (Lat: 41.521819,  Lng: -83.741589),  Route carried "under" structure: County highway C0133,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,611 (year 2019),  Truck Traffic: 5%,  Features Intersected: USR 24,  Facility Carried by Structure: CR 133 Dutch Rd.
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 4801458,  Location: JCT USR 24 & CR 124 (Lat: 41.524461,  Lng: -83.733139),  Route carried "under" structure: County highway C0124,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 4,455 (year 2019),  Truck Traffic: 3%,  Features Intersected: USR 24,  Facility Carried by Structure: CR 124 Water/Moncl
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 4801466,  Location: JCT USR 24 & CR 124 (Lat: 41.524211,  Lng: -83.733139),  Route carried "under" structure: County highway C0124,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 4,455 (year 2019),  Truck Traffic: 3%,  Features Intersected: USR 24,  Facility Carried by Structure: CR 124 Water/Moncl
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 480152,  Location: 0.4 Mi. N. OF DUTCH RD (Lat: 41.528150,  Lng: -83.716800),  Route carried "under" structure: County highway C0053,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,089 (year 2019),  Truck Traffic: 4%,  Features Intersected: USR 24,  Facility Carried by Structure: CR 53 Anthony Wayn
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.206,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 4802489,  Location: JCT USR 24 & SR 64 (Lat: 41.508331,  Lng: -83.754169),  Route carried "under" structure: US 24,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 25,059 (year 2019),  Truck Traffic: 39%,  Features Intersected: SR 64
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.289,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)