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

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Structure Number: 5903459,  Location: 0.11 MI N OF SR97 (Lat: 40.707000,  Lng: -82.665681),  Route carried "on" structure: State highway 314,  Year Built: 1964,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 3,799 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,273 (year 2035),  Design Load: H 15,  Features Intersected: CLEAR FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.521,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5930138,  Location: .20 MI NORTH SR288 (Lat: 40.702650,  Lng: -82.689231),  Route carried "on" structure: County highway C0050,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 188 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 261 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB.OF CLEAR FORK,  Facility Carried by Structure: CR50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.629,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  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: 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: 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: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5933986,  Location: .3 MI. NORTH INT. SR 97 (Lat: 40.705011,  Lng: -82.689189),  Route carried "on" structure: County highway C0050,  Year Built: 1995,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 188 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 261 (year 2035),  Design Load: HS 20,  Features Intersected: CLEAR FORK,  Facility Carried by Structure: CR 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.882,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  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: 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: 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: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5934281,  Location: MORROW/RICHLAND CO LINE (Lat: 40.708331,  Lng: -82.656669),  Route carried "on" structure: County highway T0044,  Year Built: 2004,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 625 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 868 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CLEAR FORK RESERVOIR,  Facility Carried by Structure: TR 44/43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 7000987,  Location: .75MI.E.OF INT.US30/SR181 (Lat: 40.775089,  Lng: -82.667361),  Route carried "on" structure: County highway C0167,  Year Built: 2003,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,302 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER RIC-030-0338,  Facility Carried by Structure: TR-167(EARICK RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Somewhat better than minimum adequacy,  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: 7001002,  Location: .32 MI W SR 314 (Lat: 40.779569,  Lng: -82.658781),  Route carried "on" structure: County highway 30A,  Year Built: 1977,  Status: Open,  Structure Length: 11.42m (37.47ft),  Average Daily Traffic: 6,600 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,978 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER RIC-030-0392
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 700101,  Location: 1.1 MI.EAST OF RT.314 (Lat: 40.783461,  Lng: -82.629350),  Route carried "on" structure: County highway C0150,  Year Built: 1977,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 2,178 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,653 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER RIC-030 -0550,  Facility Carried by Structure: CR-150 ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.426,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7001029,  Location: 1.95 MI E SR 314 (Lat: 40.783700,  Lng: -82.615831),  Route carried "on" structure: County highway C0161,  Year Built: 1977,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 620 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,653 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER RIC-030 -0620,  Facility Carried by Structure: CR-161 LEWIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 7001037,  Location: .35 MILES WEST OF S.R.309 (Lat: 40.768269,  Lng: -82.680981),  Route carried "on" structure: State highway 181,  Year Built: 2004,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 1,226 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,702 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER NEW U.S.30(RELOCATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 7001045,  Location: 3.02 MILES EAST OF SR 314 (Lat: 40.784839,  Lng: -82.590189),  Route carried "on" structure: County highway C0133,  Year Built: 1977,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 19,143 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,627 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER RIC-030-0756,  Facility Carried by Structure: C133 LEX-SPRNGMILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.909,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.8m (78.1ft)

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

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Structure Number: 700177,  Location: 1.77 MILES EAST OF SR 430 (Lat: 40.771039,  Lng: -82.582011),  Route carried "on" structure: City street 309,  Year Built: 1956,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 8,876 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,264 (year 2035),  Design Load: H 20,  Features Intersected: OVER RIC-309-0821,  Facility Carried by Structure: WEST 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7005989,  Location: 1.73 MI E MORROW CO LINE (Lat: 40.735219,  Lng: -82.665839),  Route carried "on" structure: State highway 314,  Year Built: 1984,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,570 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,955 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SMALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

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Structure Number: 7006012,  Location: 1.17 MI E SR 309 (Lat: 40.781011,  Lng: -82.652839),  Route carried "on" structure: State highway 314,  Year Built: 1977,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 2,587 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,591 (year 2035),  Design Load: HS 20,  Features Intersected: OVER RIC-030-00395
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.127,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 7006039,  Location: .08 MI E SR 309 (Lat: 40.760569,  Lng: -82.610611),  Route carried "on" structure: State highway 430,  Year Built: 1956,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,107 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,313 (year 2035),  Design Load: H 20,  Features Intersected: OVER RIC-309-0646R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7030016,  Location: 0.2 MI W of Rudy Rd. (Lat: 40.739800,  Lng: -82.651639),  Route carried "on" structure: County highway C0048,  Year Built: 2017,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,400 (year 2037),  Design Load: HL 93,  Features Intersected: Trib of Clearfork River,  Facility Carried by Structure: Millsboro West Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.727,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 42.1 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 7032161,  Location: CR 144 (Lat: 40.747961,  Lng: -82.637089),  Route carried "on" structure: County highway C0144,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,400 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,943 (year 2029),  Features Intersected: CLEAR FORK CREEK,  Facility Carried by Structure: LEX-ONT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.109,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 87.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7032218,  Location: 0.5 SO. OF BLOOMINGROOVE (Lat: 40.711300,  Lng: -82.689131),  Route carried "on" structure: County highway T0045,  Year Built: 1968,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 188 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 261 (year 2035),  Design Load: HL 93,  Features Intersected: UNNAMED BRANCH CLEAR FOR,  Facility Carried by Structure: LOHR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: 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: 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Total Project Cost: $20,000,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 7032285,  Location: 0.04 MI S OF MILLSBO. RD. (Lat: 40.743419,  Lng: -82.639100),  Route carried "on" structure: County highway C0146,  Year Built: 1947,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,199 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,664 (year 2035),  Design Load: HS 20,  Features Intersected: CLEAR FORK MOHICAN RIVER,  Facility Carried by Structure: MARION AVE. RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7032587,  Location: 300 FT. SO. OF STIVING RD (Lat: 40.822050,  Lng: -82.629131),  Route carried "on" structure: County highway C0150,  Year Built: 1994,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,680 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,332 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BLACK FORK MOHICAN RIVER,  Facility Carried by Structure: ROCK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.674,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7032617,  Location: 0.1 MI N. OF STIVING RD. (Lat: 40.826831,  Lng: -82.629131),  Route carried "on" structure: County highway C0150,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,680 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,332 (year 2038),  Features Intersected: BLACK FORK MOHICAN RIVER,  Facility Carried by Structure: ROCK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.238,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $160,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7032677,  Location: 0.20 MI WEST OF BOWERS RD (Lat: 40.725500,  Lng: -82.654200),  Route carried "on" structure: County highway T0152,  Year Built: 2019,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2037),  Design Load: HL 93,  Features Intersected: CLEARFORK RESERVOIR,  Facility Carried by Structure: ORWEILER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 64.8 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: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Total Project Cost: $695,118,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7032773,  Location: 0.7 MI E OF ROCK RD (Lat: 40.804411,  Lng: -82.616639),  Route carried "on" structure: County highway C0162,  Year Built: 1967,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 662 (year 2035),  Features Intersected: BLACK FORK MOHICAN RIVER,  Facility Carried by Structure: SPRINGMILL WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $170,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7034113,  Location: 0.2 MI NW OF ROCK RD. (Lat: 40.824300,  Lng: -82.631100),  Route carried "on" structure: County highway T0168,  Year Built: 2009,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2038),  Design Load: HL 93,  Features Intersected: BLACKFORK RIVER,  Facility Carried by Structure: STIVING RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  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: 14.0m (45.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 7034202,  Location: 0.3M.SO.OF MILLSBORO RD. (Lat: 40.731081,  Lng: -82.657750),  Route carried "on" structure: County highway T0043,  Year Built: 1984,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 485 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 673 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: BOWERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 35.6 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021

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Structure Number: 703421,  Location: 0.1 MI. SW OF LEX-ONT RD. (Lat: 40.746919,  Lng: -82.637781),  Route carried "on" structure: County highway C0048,  Year Built: 2007,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,693 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,350 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CLEAR FORK MOHICAN RIVER,  Facility Carried by Structure: CR.48 MILLSBORO W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.336,  Lanes on structure: 2,  Owner: County 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: 19.2m (63.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: 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: Equal 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,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $289,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Other

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Structure Number: 7064535,  Location: 880 FT W OF HOME ROAD (Lat: 40.763139,  Lng: -82.574511),  Route carried "on" structure: Alternate City street FRILN,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 1984),  Truck Traffic: 2%,  Average Future Daily Traffic: 139 (year 2004),  Design Load: HS 20,  Features Intersected: TOUBY RUN,  Facility Carried by Structure: FRIDAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 7064683,  Location: 0.32 MI N OF SR430 (Lat: 40.764269,  Lng: -82.590469),  Route carried "on" structure: City street 133,  Year Built: 1968,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 19,143 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,570 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONSOLIDATED RAIL CORP,  Facility Carried by Structure: LEX-SPRINGMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.884,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.9 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $219,000,  Total Project Cost: $379,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7000987,  Location: .75MI.E.OF INT.US30/SR181 (Lat: 40.775089,  Lng: -82.667361),  Route carried "under" structure: US 30,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 17,509 (year 2015),  Truck Traffic: 29%,  Features Intersected: UNDER TR-167(EARICK RD.),  Facility Carried by Structure: TR-167(EARICK RD.)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.440,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.1m (141.4ft)

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Structure Number: 7001002,  Location: .32 MI W SR 314 (Lat: 40.779569,  Lng: -82.658781),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 17,996 (year 2015),  Truck Traffic: 28%,  Features Intersected: UNDER RIC-030A-0017W 4 C
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 6.325,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 700101,  Location: 1.1 MI.EAST OF RT.314 (Lat: 40.783461,  Lng: -82.629350),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,482 (year 2015),  Truck Traffic: 26%,  Features Intersected: UNDER RIC-150-0275ROCK R,  Facility Carried by Structure: CR-150 ROCK RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.851,  Lanes on structure: 2,  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: 7001029,  Location: 1.95 MI E SR 314 (Lat: 40.783700,  Lng: -82.615831),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,482 (year 2015),  Truck Traffic: 26%,  Features Intersected: UNDER RIC-161-0180 LEWIS,  Facility Carried by Structure: CR-161 LEWIS RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.978,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 7001037,  Location: .35 MILES WEST OF S.R.309 (Lat: 40.768269,  Lng: -82.680981),  Route carried "under" structure: US 30,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 17,509 (year 2015),  Truck Traffic: 29%,  Features Intersected: S.R.181,  Facility Carried by Structure: SR 181
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.088,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 7001045,  Location: 3.02 MILES EAST OF SR 314 (Lat: 40.784839,  Lng: -82.590189),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 19,904 (year 2015),  Truck Traffic: 24%,  Features Intersected: UNDER RIC-133-0740LEX-SP,  Facility Carried by Structure: C133 LEX-SPRNGMILL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.151,  Lanes on structure: 4,  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: 700177,  Location: 1.77 MILES EAST OF SR 430 (Lat: 40.771039,  Lng: -82.582011),  Route carried "under" structure: State highway 309,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,997 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER WEST 4 TH ST CH,  Facility Carried by Structure: WEST 4TH STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 13.068,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 7006012,  Location: 1.17 MI E SR 309 (Lat: 40.781011,  Lng: -82.652839),  Route carried "under" structure: US 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 17,996 (year 2015),  Truck Traffic: 28%,  Features Intersected: UNDER RIC-314-0494,  Facility Carried by Structure: SR 314
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 7006039,  Location: .08 MI E SR 309 (Lat: 40.760569,  Lng: -82.610611),  Route carried "under" structure: State highway 309,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 4,805 (year 2015),  Truck Traffic: 4%,  Features Intersected: UNDER RIC-430-0008L,  Facility Carried by Structure: SR 430
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 10.396,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)