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

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Structure Number: 1630784,  Location: 0.2 mile N jct TR4 (Lat: 40.171600,  Lng: -82.124931),  Route carried "on" structure: County highway C0080,  Year Built: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 458 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 636 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FIVE MILE RUN,  Facility Carried by Structure: COUNTY ROAD 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 163195,  Location: 0.2 mile N jct TR392 (Lat: 40.175450,  Lng: -82.149400),  Route carried "on" structure: County highway C0003,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 254 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 353 (year 2035),  Design Load: HS 20,  Features Intersected: NICKLE VALLEY RUN,  Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1635131,  Location: 0.1 mile E jct CR80 (Lat: 40.168869,  Lng: -82.124411),  Route carried "on" structure: County highway T0004,  Year Built: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HL 93,  Features Intersected: FIVE MILE RUN,  Facility Carried by Structure: TOWNSHIP ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: 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,  Designated Inspection Frequency: Every 24 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: 6000061,  Location: 2.6 M E OF LICKING CO LIN (Lat: 40.115811,  Lng: -82.155950),  Route carried "on" structure: State highway 16,  Year Built: 1999,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WB SR 16 OVER RAIDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 6000088,  Location: 2.6 M E OF LICKING CO LIN (Lat: 40.115781,  Lng: -82.155539),  Route carried "on" structure: State highway 16,  Year Built: 1999,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EB SR 16 OVER RAIDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 6000118,  Location: 2.5 M W OF JCT SR 60 (Lat: 40.149989,  Lng: -82.072519),  Route carried "on" structure: State highway 16,  Year Built: 2001,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,099 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,301 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WB SR 16 OVER TR 118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.376,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6000177,  Location: 3.8 M W OF JCT SR 60 (Lat: 40.140250,  Lng: -82.093189),  Route carried "on" structure: State highway 16,  Year Built: 2002,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 2,818 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,911 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: WB SR 16 OVER PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

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

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Structure Number: 6000215,  Location: 3.7 MI E OF LIC CO. LINE (Lat: 40.124250,  Lng: -82.138681),  Route carried "on" structure: State highway 16,  Year Built: 2000,  Status: Open,  Structure Length: 20.59m (67.55ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WAKATOMIKA CK & CR 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: November 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: 6000223,  Location: 3.7 MI E OF LIC CO LINE (Lat: 40.124031,  Lng: -82.138581),  Route carried "on" structure: State highway 16,  Year Built: 2000,  Status: Open,  Structure Length: 20.59m (67.55ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WAKATOMIKA CK & CR 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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,  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: 6000231,  Location: 4.3 MI E OF LIC CO LINE (Lat: 40.126881,  Lng: -82.128050),  Route carried "on" structure: State highway 16,  Year Built: 2000,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WB SR 16 OVER CR 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.936,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6000258,  Location: 4.3 MI E OF LIC CO LINE (Lat: 40.126711,  Lng: -82.127611),  Route carried "on" structure: State highway 16,  Year Built: 2000,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EB SR 16 OVER CR 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.936,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6000266,  Location: 5.1 MI E OF LIC CO LINE (Lat: 40.129381,  Lng: -82.113089),  Route carried "on" structure: County highway CR48,  Year Built: 2000,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 462 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,890 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 48 OVER SR 16,  Facility Carried by Structure: CR 48(SCOUT ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

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

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Structure Number: 6000282,  Location: 6 MI E OF LIC CO LINE (Lat: 40.136731,  Lng: -82.099119),  Route carried "on" structure: County highway T0098,  Year Built: 2000,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 219 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,821 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TR 98 OVER SR 16,  Facility Carried by Structure: TR 98 OLD RILEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600029,  Location: 3.8 M W OF JCT SR 60 (Lat: 40.140111,  Lng: -82.092800),  Route carried "on" structure: State highway 16,  Year Built: 2002,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 2,818 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,911 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: EB SR 16 OVER PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 6000347,  Location: 2.5 M W OF JCT SR 60 (Lat: 40.149789,  Lng: -82.072281),  Route carried "on" structure: State highway 16,  Year Built: 2001,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,099 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,301 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EB SR 16 OVER TR 118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.376,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6006302,  Location: .6 MI S OF JCT SR 16 (Lat: 40.098931,  Lng: -82.169639),  Route carried "on" structure: State highway 586,  Year Built: 1946,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,920 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,665 (year 2035),  Design Load: HS 15,  Features Intersected: OVER BLACK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

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

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Structure Number: 600631,  Location: 3.4 M N OF LICKING CO LIN (Lat: 40.103850,  Lng: -82.175381),  Route carried "on" structure: State highway 586,  Year Built: 1999,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 2,111 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,930 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR586 OVER SR16 & RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.005,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 6042091,  Location: .28 MI N OF SR 146 (Lat: 40.055131,  Lng: -82.128311),  Route carried "on" structure: County highway C0056,  Year Built: 2019,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 494 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 686 (year 2035),  Design Load: HL 93,  Features Intersected: STUMP RUN,  Facility Carried by Structure: SHANNON VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee 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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6043097,  Location: 2.9 MI N OF SR 586 (Lat: 40.107819,  Lng: -82.127389),  Route carried "on" structure: County highway C0001,  Year Built: 2001,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,567 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,175 (year 2035),  Design Load: HS 20,  Features Intersected: WAKATOMIKA CREEK,  Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 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: Better than present minimum 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: October 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 6043208,  Location: .016 MI S of PIKE RD (Lat: 40.161669,  Lng: -82.164731),  Route carried "on" structure: County highway C0038,  Year Built: 2015,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 208 (year 2035),  Design Load: HL 93,  Features Intersected: WAKATOMIKA CREEK,  Facility Carried by Structure: HAMBY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: County 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: 34.4m (112.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 45.4 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: Meets minimum limits,  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: October 2020,  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: 6043259,  Location: 200' S FRAZEYSBURG C/L (Lat: 40.110761,  Lng: -82.111039),  Route carried "on" structure: County highway C0048,  Year Built: 1937,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 744 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,033 (year 2035),  Design Load: HL 93,  Features Intersected: WAKATOMIKA CREEK,  Facility Carried by Structure: SHANNON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6043356,  Location: .23 MI S OF ASHCRAFT ROAD (Lat: 40.157719,  Lng: -82.133650),  Route carried "on" structure: County highway C0094,  Year Built: 1952,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 512 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 711 (year 2035),  Features Intersected: FIVE MILE RUN,  Facility Carried by Structure: WEST CARLISLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.731,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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 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: 6043607,  Location: INTERSECTION OF HAMBY HIL (Lat: 40.119500,  Lng: -82.136539),  Route carried "on" structure: County highway C0616,  Year Built: 1983,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,567 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,175 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WAKATOMIKA CREEK,  Facility Carried by Structure: RAIDERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6044344,  Location: .02 MI N OF NARROWS RD (Lat: 40.125089,  Lng: -82.083689),  Route carried "on" structure: County highway C0301,  Year Built: 2016,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 208 (year 2035),  Design Load: HL 93,  Features Intersected: WAKATOMIKA CREEK,  Facility Carried by Structure: MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 6000061,  Location: 2.6 M E OF LICKING CO LIN (Lat: 40.115811,  Lng: -82.155950),  Route carried "under" structure: County highway CR616,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 10%,  Features Intersected: RAIDERS RD UNDER WB SR 1,  Facility Carried by Structure: WB SR 16
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 6000088,  Location: 2.6 M E OF LICKING CO LIN (Lat: 40.115781,  Lng: -82.155539),  Route carried "under" structure: County highway CR616,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 10%,  Features Intersected: RAIDERS ROAD,  Facility Carried by Structure: EB SR 16
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 6000118,  Location: 2.5 M W OF JCT SR 60 (Lat: 40.149989,  Lng: -82.072519),  Route carried "under" structure: County highway TR118,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Features Intersected: TR 118 UNDER WB SR 16,  Facility Carried by Structure: WB SR 16
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 6000215,  Location: 3.7 MI E OF LIC CO. LINE (Lat: 40.124250,  Lng: -82.138681),  Route carried "under" structure: County highway CR38,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 93 (year 2015),  Truck Traffic: 8%,  Features Intersected: CR 38 UNDER WB SR 16,  Facility Carried by Structure: WESTBOUND SR 16
Minimum Vertical Clearance: 14.94m (49.02ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 6000223,  Location: 3.7 MI E OF LIC CO LINE (Lat: 40.124031,  Lng: -82.138581),  Route carried "under" structure: County highway CR38,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 93 (year 2015),  Truck Traffic: 8%,  Features Intersected: CR 38 UNDER EB SR 16,  Facility Carried by Structure: EASTBOUND 16
Minimum Vertical Clearance: 15.19m (49.84ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 6000231,  Location: 4.3 MI E OF LIC CO LINE (Lat: 40.126881,  Lng: -82.128050),  Route carried "under" structure: County highway CR48,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 512 (year 2015),  Truck Traffic: 8%,  Features Intersected: CR 48 UNDER WB SR 16,  Facility Carried by Structure: WESTBOUND SR 16
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 6000258,  Location: 4.3 MI E OF LIC CO LINE (Lat: 40.126711,  Lng: -82.127611),  Route carried "under" structure: County highway CR48,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 512 (year 2015),  Truck Traffic: 8%,  Features Intersected: CR 48 UNDER EB SR 16,  Facility Carried by Structure: EASTBOUND SR 16
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 160.918,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 6000266,  Location: 5.1 MI E OF LIC CO LINE (Lat: 40.129381,  Lng: -82.113089),  Route carried "under" structure: State highway 16,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 6,405 (year 2015),  Truck Traffic: 13%,  Features Intersected: SR 16 UNDER CR 48,  Facility Carried by Structure: CR 48(SCOUT ROAD)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.224,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 6000282,  Location: 6 MI E OF LIC CO LINE (Lat: 40.136731,  Lng: -82.099119),  Route carried "under" structure: State highway 16,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 5,635 (year 2015),  Truck Traffic: 13%,  Features Intersected: SR 16 UNDER TR98,  Facility Carried by Structure: TR 98 OLD RILEY RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  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: 6000347,  Location: 2.5 M W OF JCT SR 60 (Lat: 40.149789,  Lng: -82.072281),  Route carried "under" structure: County highway TR118,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Features Intersected: TR 118 UNDER EB SR 16,  Facility Carried by Structure: EB SR 16
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 600631,  Location: 3.4 M N OF LICKING CO LIN (Lat: 40.103850,  Lng: -82.175381),  Route carried "under" structure: State highway 16,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,834 (year 2015),  Truck Traffic: 13%,  Features Intersected: SR16 & RAMPC UNDER SR 58,  Facility Carried by Structure: SR 586
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 2.055,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)