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

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Structure Number: 8102775,  Location: 0.29 mi W of Twp Rd 185 (Lat: 40.837419,  Lng: -84.441889),  Route carried "on" structure: State highway 697,  Year Built: 2015,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 1,800 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,800 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE AUGLAIZE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: July 2020,  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: 8104042,  Location: 5.53 mi. East of USR 127 (Lat: 40.869769,  Lng: -84.485581),  Route carried "on" structure: County highway T0151,  Year Built: 1978,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,292 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 30,  Facility Carried by Structure: TR151 CHENOWITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8104077,  Location: 5.62 mi. East of USR 127 (Lat: 40.869889,  Lng: -84.483819),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SPICE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.837,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8104085,  Location: 5.62 mi. East of USR 127 (Lat: 40.869631,  Lng: -84.483839),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SPICE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.837,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8104115,  Location: 6.04 mi. East of USR 127 (Lat: 40.869719,  Lng: -84.475839),  Route carried "on" structure: County highway T0159,  Year Built: 1978,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 213 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,292 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 30,  Facility Carried by Structure: TR 159 RINGWALD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8104158,  Location: 6.20 mi. East of USR 127 (Lat: 40.869831,  Lng: -84.470861),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8104166,  Location: 6.20 mi. East of USR 127 (Lat: 40.869581,  Lng: -84.471050),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 810419,  Location: 7.04 mi. East of USR 127 (Lat: 40.869850,  Lng: -84.456781),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 173
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.123,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8104204,  Location: 7.04 mi. East of USR 127 (Lat: 40.869611,  Lng: -84.456789),  Route carried "on" structure: US 30,  Year Built: 1978,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,869 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 173
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.123,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8104239,  Location: 7.22 mi. East of USR 127 (Lat: 40.872239,  Lng: -84.448789),  Route carried "on" structure: County highway C0418,  Year Built: 1978,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 1,882 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,292 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 30,  Facility Carried by Structure: CR 418 OLD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8104263,  Location: 8.78 mi. East of USR 127 (Lat: 40.873250,  Lng: -84.436439),  Route carried "on" structure: County highway C0185,  Year Built: 1978,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,320 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,654 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 30,  Facility Carried by Structure: CR 185 MIDDLEPOINT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8104379,  Location: 9.15 mi. East of USR 127 (Lat: 40.873289,  Lng: -84.417431),  Route carried "on" structure: County highway T0197,  Year Built: 1978,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 60 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,834 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: USR 30,  Facility Carried by Structure: TR 197 CONVERSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8133107,  Location: 0.35 MI W JCT C 185 (Lat: 40.903081,  Lng: -84.443800),  Route carried "on" structure: County highway C0156,  Year Built: 1989,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 156 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 217 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8133182,  Location: 0.45 MI W JCT C 185 (Lat: 40.917569,  Lng: -84.446869),  Route carried "on" structure: County highway C0168,  Year Built: 1992,  Status: Open,  Structure Length: 2.11m (6.92ft),  Average Daily Traffic: 299 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: CONVOY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8136263,  Location: 0.5 Mile East Gamble Rd. (Lat: 40.830019,  Lng: -84.496111),  Route carried "on" structure: County highway T0098,  Year Built: 2016,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 49 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 68 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Pup Creek,  Facility Carried by Structure: RANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: 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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8136351,  Location: 2.30 MI W JCT C 173 (Lat: 40.851831,  Lng: -84.501119),  Route carried "on" structure: County highway C0124,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,614 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,240 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: MIDDLE POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  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: 10.2m (33.5ft),  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: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8136416,  Location: .25 MI.E. OF RINGWALD RD. (Lat: 40.866361,  Lng: -84.471861),  Route carried "on" structure: County highway T0138,  Year Built: 2001,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 77 (year 2018),  Average Future Daily Traffic: 107 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: KNITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.8m (12.5ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8136483,  Location: .5 MI. S. OF CO. RD. 124 (Lat: 40.844500,  Lng: -84.504711),  Route carried "on" structure: County highway T0139,  Year Built: 2002,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 138 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 192 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: GAMBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8136513,  Location: 0.92 MI N JCT C 124 (Lat: 40.873100,  Lng: -84.485589),  Route carried "on" structure: County highway T0151,  Year Built: 1969,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 92 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 128 (year 2038),  Design Load: HS 20,  Features Intersected: SPICE RUN,  Facility Carried by Structure: CHENOWITH 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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8136521,  Location: 1.47 MI N JCT C 124 (Lat: 40.864681,  Lng: -84.485489),  Route carried "on" structure: County highway T0151,  Year Built: 1991,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 93 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 129 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: CHENOWITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  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: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8136548,  Location: 2.05 MI N JCT SR116&697 (Lat: 40.866450,  Lng: -84.475781),  Route carried "on" structure: County highway T0159,  Year Built: 1900,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 327 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 454 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: RINGWALD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8136602,  Location: 0.2 MI. S. CR.418 (Lat: 40.871700,  Lng: -84.456519),  Route carried "on" structure: County highway C0173,  Year Built: 2000,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 319 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 443 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: DOG CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8137137,  Location: 0.70 MI E JCT C 173 (Lat: 40.851931,  Lng: -84.442881),  Route carried "on" structure: County highway C0124,  Year Built: 1973,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 1,614 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,240 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LITTLE AUGLAIZE RIVER,  Facility Carried by Structure: MIDDLE POINT R0AD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8137196,  Location: .1 MI.E. OF DOG CREEK RD. (Lat: 40.888269,  Lng: -84.451600),  Route carried "on" structure: County highway T0150,  Year Built: 2001,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 74 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 103 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: CARPENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8137226,  Location: 1.30 MI N JCT SR 697 (Lat: 40.855600,  Lng: -84.436381),  Route carried "on" structure: County highway C0185,  Year Built: 1971,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 584 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 811 (year 2036),  Features Intersected: LITTLE AUGLAIZE RIVER,  Facility Carried by Structure: MIDDLEPOINT-WETZEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 8137242,  Location: 0.10 MI S JCT C 418 (Lat: 40.860839,  Lng: -84.417431),  Route carried "on" structure: County highway T0197,  Year Built: 1974,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 163 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 226 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: LITTLE AUGLAIZE RIVER,  Facility Carried by Structure: CONVERSE ROSELM RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8137286,  Location: 0.30 MI N CR418 (Lat: 40.858419,  Lng: -84.398111),  Route carried "on" structure: County highway T0199,  Year Built: 2017,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 185 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 257 (year 2036),  Design Load: HL 93,  Features Intersected: LITTLE AUGLAIZE RIVER,  Facility Carried by Structure: BOCKEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8137463,  Location: 0.15 MI E JCT C 173 (Lat: 40.872650,  Lng: -84.453700),  Route carried "on" structure: County highway C0418,  Year Built: 1993,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 2,342 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,251 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DOG CREEK,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8137498,  Location: 3.00 MI W JCT SR 66 (Lat: 40.855511,  Lng: -84.404461),  Route carried "on" structure: County highway C0418,  Year Built: 1940,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 1,911 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,652 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE AUGLAIZE RIVER,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8104042,  Location: 5.53 mi. East of USR 127 (Lat: 40.869769,  Lng: -84.485581),  Route carried "under" structure: US 30,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,738 (year 2015),  Truck Traffic: 37%,  Features Intersected: TOWNSHIP ROAD 151,  Facility Carried by Structure: TR151 CHENOWITH RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 29.692,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 8104115,  Location: 6.04 mi. East of USR 127 (Lat: 40.869719,  Lng: -84.475839),  Route carried "under" structure: US 30,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,738 (year 2015),  Truck Traffic: 37%,  Features Intersected: TOWNSHIP ROAD 159,  Facility Carried by Structure: TR 159 RINGWALD RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 30.513,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 810419,  Location: 7.04 mi. East of USR 127 (Lat: 40.869850,  Lng: -84.456781),  Route carried "under" structure: County highway C0173,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 8%,  Features Intersected: USR 30,  Facility Carried by Structure: USR 30 WB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 8104204,  Location: 7.04 mi. East of USR 127 (Lat: 40.869611,  Lng: -84.456789),  Route carried "under" structure: County highway C0173,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 8%,  Features Intersected: USR 30,  Facility Carried by Structure: USR 30 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 8104239,  Location: 7.22 mi. East of USR 127 (Lat: 40.872239,  Lng: -84.448789),  Route carried "under" structure: US 30,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,738 (year 2015),  Truck Traffic: 37%,  Features Intersected: CR418 (OLD US30)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 32.847,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 8104263,  Location: 8.78 mi. East of USR 127 (Lat: 40.873250,  Lng: -84.436439),  Route carried "under" structure: US 30,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,278 (year 2015),  Truck Traffic: 37%,  Features Intersected: COUNTY ROAD 185,  Facility Carried by Structure: CR 185 MIDDLEPOINT
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 33.909,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 8104379,  Location: 9.15 mi. East of USR 127 (Lat: 40.873289,  Lng: -84.417431),  Route carried "under" structure: US 30,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 12,128 (year 2015),  Truck Traffic: 37%,  Features Intersected: TOWNSHIP ROAD 197,  Facility Carried by Structure: TR 197 CONVERSE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 35.518,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)