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

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Structure Number: 4532651,  Location: 50 ft N of TR 161 (Lat: 40.145831,  Lng: -82.401981),  Route carried "on" structure: County highway C0203,  Year Built: 1941,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,757 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,991 (year 2035),  Design Load: H 15,  Features Intersected: Trib of North Fork River,  Facility Carried by Structure: Horns Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4532724,  Location: 0.25 Mi E of SR 13 (Lat: 40.133650,  Lng: -82.423250),  Route carried "on" structure: County highway T0254,  Year Built: 1986,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 320 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 444 (year 2035),  Design Load: HS 20,  Features Intersected: North Fork,  Facility Carried by Structure: Snyder Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $98,032,000,  Total Project Cost: $98,032,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4537114,  Location: 0.5 Mi W of TR 294 (Lat: 40.047481,  Lng: -82.335450),  Route carried "on" structure: County highway T0296,  Year Built: 1995,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HS 20,  Features Intersected: Equality Run,  Facility Carried by Structure: Cross Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 4537491,  Location: 440 Ft E of SR 79 (Lat: 40.129150,  Lng: -82.340381),  Route carried "on" structure: County highway C0250,  Year Built: 1998,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 385 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 534 (year 2035),  Design Load: HS 20,  Features Intersected: Wilkins Run,  Facility Carried by Structure: Wilkins Run Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 4538072,  Location: 600 Ft N of SR 79 (Lat: 40.131619,  Lng: -82.343681),  Route carried "on" structure: County highway C0209,  Year Built: 2007,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 662 (year 2035),  Design Load: HS 20,  Features Intersected: Lost Run,  Facility Carried by Structure: Purity Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4538196,  Location: 720 Ft W of Purity Rd (Lat: 40.144619,  Lng: -82.342839),  Route carried "on" structure: County highway T0248,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 96 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 133 (year 2035),  Design Load: HS 20,  Features Intersected: Lost Run,  Facility Carried by Structure: Maharg Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560019,  Location: WILSON ST OVER RACCOON CK (Lat: 40.053189,  Lng: -82.411969),  Route carried "on" structure: City street WILSN,  Year Built: 1960,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 2,000 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,776 (year 1971),  Design Load: HS 20+Mod,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: WILSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.1m (43.0ft)

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

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Structure Number: 4560035,  Location: W MAIN OVER RACCOON CK (Lat: 40.055300,  Lng: -82.412900),  Route carried "on" structure: City street WMAIN,  Year Built: 1977,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 5,410 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,509 (year 2035),  Design Load: HS 20,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: W MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4560078,  Location: W CHURCH OVER RACCOON CK (Lat: 40.057669,  Lng: -82.424719),  Route carried "on" structure: City street CHURC,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 8,120 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,271 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4560086,  Location: N 21ST OVER RACCOON CK (Lat: 40.061589,  Lng: -82.429669),  Route carried "on" structure: City street N21ST,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 18,887 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,215 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: NORTH 21ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4560094,  Location: W CHURCH OVER RACCOON CK (Lat: 40.058211,  Lng: -82.445750),  Route carried "on" structure: City street WCHUR,  Year Built: 1977,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 8,120 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,271 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: W CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 87.5 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4560108,  Location: CHERRY VALLEY OVER R.C. (Lat: 40.047700,  Lng: -82.474839),  Route carried "on" structure: City street CVALY,  Year Built: 1900,  Status: Posted for load,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 4,131 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,734 (year 2035),  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: CHERRY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Poor,  Channel: Serious,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 456014,  Location: 0.02 MI E of Licking View (Lat: 40.042931,  Lng: -82.412119),  Route carried "on" structure: City street ORCHD,  Year Built: 1980,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 3,466 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,811 (year 2035),  Design Load: HS 20,  Features Intersected: S FORK OF LICKING RIVER,  Facility Carried by Structure: ORCHARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.142,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 456016,  Location: 0.30 MI E OF S 2ND STREET (Lat: 40.053650,  Lng: -82.392400),  Route carried "on" structure: City street OHIO,  Year Built: 2019,  Status: Open,  Structure Length: 7.66m (25.13ft),  Average Daily Traffic: 840 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,858 (year 2041),  Design Load: HL 93,  Features Intersected: NORTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.203,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4560175,  Location: EAST MAIN OVER NORTH FORK (Lat: 40.059311,  Lng: -82.396711),  Route carried "on" structure: City street EMAIN,  Year Built: 1900,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 7,562 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,496 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK,  Facility Carried by Structure: EAST MAIN ST
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 32.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.1m (151.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2020,  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: 4560191,  Location: 0.16 M W of N BUENA VISTA (Lat: 40.061500,  Lng: -82.396989),  Route carried "on" structure: City street EVERT,  Year Built: 1990,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 4,394 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,099 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK and bike path,  Facility Carried by Structure: EVERETT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.251,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4560205,  Location: MANNING ST NORTH FORK (Lat: 40.072531,  Lng: -82.401831),  Route carried "on" structure: City street MANNG,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 1,950 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,850 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK,  Facility Carried by Structure: MANNING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.267,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.59m (18.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4560221,  Location: 0.05 MI E of Holland St (Lat: 40.086969,  Lng: -82.411100),  Route carried "on" structure: City street WWKRS,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 4,131 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,734 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: N. FORK of LICKING RIVER,  Facility Carried by Structure: WATERWORKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.283,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4560248,  Location: 0.23 M W of (Lat: 40.064081,  Lng: -82.400211),  Route carried "on" structure: City street RSIDE,  Year Built: 1935,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 800 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,110 (year 1971),  Design Load: HS 20+Mod,  Features Intersected: LOG POND RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.296,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

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

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Structure Number: 4560345,  Location: CENTRAL AVE OVER LOG POND (Lat: 40.068200,  Lng: -82.411739),  Route carried "on" structure: City street CENTR,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,000 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,776 (year 1971),  Design Load: HS 20+Mod,  Features Intersected: LOG POND RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.441,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  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: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560353,  Location: EDDY ST OVER LOG POND (Lat: 40.068739,  Lng: -82.413111),  Route carried "on" structure: City street EDDY,  Year Built: 1929,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,388 (year 1971),  Design Load: HS 20,  Features Intersected: LOG PONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.457,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560388,  Location: 0.15 MI N of Catalina Dr. (Lat: 40.078689,  Lng: -82.428211),  Route carried "on" structure: City street N21ST,  Year Built: 1975,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 29,302 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,740 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOG POND RUN,  Facility Carried by Structure: NORTH 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.855,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560414,  Location: 200' W OF SUMMIT ROAD (Lat: 39.975161,  Lng: -82.754189),  Route carried "on" structure: City street FIRST,  Year Built: 1998,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FRENCH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 4560418,  Location: 0.6 MI E OF 21ST STREET (Lat: 40.070250,  Lng: -82.418050),  Route carried "on" structure: City street MOULL,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,117 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,938 (year 2035),  Features Intersected: LOG POND RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.525,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560422,  Location: BETWEEN 8860 AND 8872 (Lat: 39.970931,  Lng: -82.764500),  Route carried "on" structure: City street TWOOD,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 960 (year 2040),  Design Load: HS 20,  Features Intersected: FRENCH RUN,  Facility Carried by Structure: TAYLOR WOODS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 4560426,  Location: JEFFERSON RD LOG POND (Lat: 40.072089,  Lng: -82.420731),  Route carried "on" structure: City street JEFRD,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,000 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,164 (year 1971),  Design Load: HS 20,  Features Intersected: LOG POND RUN,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.522,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4560787,  Location: GOOSEPOND RD LOG POND (Lat: 40.088911,  Lng: -82.440700),  Route carried "on" structure: City street GPOND,  Year Built: 1983,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 5,303 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,361 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LOG POND RUN,  Facility Carried by Structure: GOOSEPOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.570,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4560973,  Location: SUMMIT ST OVER QUARRY RUN (Lat: 40.048369,  Lng: -82.388689),  Route carried "on" structure: City street SUMIT,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 139 (year 2011),  Design Load: HS 20,  Features Intersected: QUARRY RUN,  Facility Carried by Structure: SUMMIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4561112,  Location: SO 2ND ST OVER SO FORK (Lat: 40.050511,  Lng: -82.396711),  Route carried "on" structure: City street SO2ND,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 3,294 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,572 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK LICKING RIVER,  Facility Carried by Structure: SOUTH 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 456126,  Location: 0.08 MI N OF W MAIN ST (Lat: 40.055300,  Lng: -82.417639),  Route carried "on" structure: City street N11ST,  Year Built: 1962,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 7,128 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,894 (year 2035),  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: N 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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 12 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 456143,  Location: GRANVILLE RD AT LPRDC (Lat: 40.066539,  Lng: -82.440469),  Route carried "on" structure: City street GRANV,  Year Built: 1980,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 7,067 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,809 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GRANVILLE RD OVER LPRDC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4561716,  Location: 0.21 M S OF S 6TH ST (Lat: 40.054139,  Lng: -82.412431),  Route carried "on" structure: City street JEFFS,  Year Built: 1995,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 420 (year 1990),  Truck Traffic: 5%,  Average Future Daily Traffic: 583 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal 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: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 4561767,  Location: KING RD OVER LOG POND RUN (Lat: 40.094189,  Lng: -82.445369),  Route carried "on" structure: City street KINGR,  Year Built: 1995,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 6,869 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,534 (year 2035),  Design Load: HS 20,  Features Intersected: LOG POND RUN,  Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.586,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4561813,  Location: COUNTRY CLUB SHARON RUN (Lat: 40.074681,  Lng: -82.449811),  Route carried "on" structure: City street CCLUB,  Year Built: 1995,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 13,659 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,959 (year 2035),  Design Load: HS 20,  Features Intersected: OVER SHARON RUN,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.422,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4561988,  Location: REDD RD OVER BIKEPATH (Lat: 40.046869,  Lng: -82.476919),  Route carried "on" structure: City street REDDR,  Year Built: 1994,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 6,852 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,511 (year 2035),  Design Load: HS 20,  Features Intersected: OVER BIKE PATH ABANDON R,  Facility Carried by Structure: REDDINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.889,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Culverts: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4562046,  Location: SHARON ROAD AT LPRDC (Lat: 40.073569,  Lng: -82.443481),  Route carried "on" structure: City street SHVAL,  Year Built: 1994,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,624 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,358 (year 2035),  Design Load: HS 20,  Features Intersected: SHARON VALLEY OVER LPRDC,  Facility Carried by Structure: SHARON VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: 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: 71.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4500067,  Location: AT JCT OF SR 79 (Lat: 40.059800,  Lng: -82.419661),  Route carried "under" structure: Ramp State highway 79,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,990 (year 1987),  Truck Traffic: 3%,  Features Intersected: RDWY A UNDER SR16 & SB 7,  Facility Carried by Structure: SR 16
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 22.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 4500121,  Location: .3 M W OF JCT SR 13 (Lat: 40.060861,  Lng: -82.411611),  Route carried "under" structure: State highway 16,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 40,353 (year 2015),  Truck Traffic: 3%,  Features Intersected: SR16 & 79 UND GRANV ST,  Facility Carried by Structure: GRANVILLE STREET
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 33.297,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 4500679,  Location: SR 13 OVER SR 16 & 79 (Lat: 40.061311,  Lng: -82.406211),  Route carried "under" structure: State highway 16,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 40,842 (year 2017),  Truck Traffic: 6%,  Features Intersected: SR 13,  Facility Carried by Structure: SR 13
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 33.780,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 450083,  Location: Thornwood Crossing & S (Lat: 40.053231,  Lng: -82.474150),  Route carried "under" structure: State highway 16,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 18,590 (year 2015),  Truck Traffic: 9%,  Features Intersected: Thornwood Crossing,  Facility Carried by Structure: Thornwood Crossing
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 27.649,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 4500873,  Location: AT JCT OF NB SR 13 (Lat: 40.061439,  Lng: -82.404631),  Route carried "under" structure: State highway 13,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,815 (year 2015),  Truck Traffic: 9%,  Features Intersected: NB SR13 UNDER SR16 & 79,  Facility Carried by Structure: SR 16 & SR 79
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 16.010,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)