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

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Structure Number: 2564734,  Location: 1 MI E OF STELZER RD (Lat: 40.000019,  Lng: -82.905969),  Route carried "on" structure: ServiceOther road PERIM,  Year Built: 2008,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: INT GATEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: Local Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.6m (189.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2564939,  Location: S/ CHESTNUT (Lat: 39.967639,  Lng: -83.000739),  Route carried "on" structure: City street PEARL,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,574 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,737 (year 2035),  Features Intersected: (O) PEDESTRIAN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.486,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 2564971,  Location: 725 FT N/ARCADIA AVENUE (Lat: 40.019131,  Lng: -83.007219),  Route carried "on" structure: City street CALUM,  Year Built: 2011,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,761 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,444 (year 2035),  Design Load: HL 93,  Features Intersected: (O) GLEN ECHO RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: July 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: 2565056,  Location: .29 MI S/CLIME ROAD (Lat: 39.920611,  Lng: -83.076489),  Route carried "on" structure: City street RIVER,  Year Built: 2012,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,000 (year 1978),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,776 (year 1998),  Design Load: HS 20+Mod,  Features Intersected: (O) SCIOTO BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2581124,  Location: ENTRANCE TO PARK (Lat: 40.100561,  Lng: -82.902481),  Route carried "on" structure: Other road INNIS,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 694 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  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: 2590018,  Location: OVER OLENTANGY RIVER (Lat: 39.998061,  Lng: -83.024431),  Route carried "on" structure: City street 4170,  Year Built: 1978,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 15,737 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,843 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OLENTANGY RIVER,  Facility Carried by Structure: JOHN HERRICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 4,  Owner: State Agenciy,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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: 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: Somewhat better than minimum adequacy,  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,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2590034,  Location: OVER OLENTANGY RIVER RD (Lat: 40.004369,  Lng: -83.023981),  Route carried "on" structure: Other road WDYHA,  Year Built: 2002,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 14,313 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,866 (year 2026),  Design Load: HL 93,  Features Intersected: OLENTANGY RIVER RD CR-9,  Facility Carried by Structure: WOODY HAYES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Agenciy,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 259005,  Location: OVER OLENTANGY RIVER (Lat: 40.004350,  Lng: -83.023281),  Route carried "on" structure: Other road WDYHA,  Year Built: 2002,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 14,313 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,866 (year 2026),  Design Load: HL 93,  Features Intersected: OLENTANGY RIVER,  Facility Carried by Structure: WOODY HAYES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 4,  Owner: State Agenciy,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 19.4 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: 16.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2590271,  Location: ODOT-TWIN VALLEY HOSPITAL (Lat: 39.961211,  Lng: -83.056519),  Route carried "on" structure: State lands road BCKYE,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 69 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DRY RUN,  Facility Carried by Structure: BUCKEYE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.0m (23.0ft),  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: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 6502385,  Location: 1.89 MI N OF SR762 (Lat: 39.797261,  Lng: -83.028539),  Route carried "on" structure: State highway 104,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,773 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,789 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DURRETT RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.700,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 6.4m (21.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6502415,  Location: 0.07 MI S OF FRA CO LINE (Lat: 39.803900,  Lng: -83.029919),  Route carried "on" structure: State highway 104,  Year Built: 2008,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 7,773 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,789 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: UNNAMED TRIBUTARY SCIOTO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 653,  Location: 0.8M west of Walnut CK PK (Lat: 39.792711,  Lng: -82.920881),  Route carried "on" structure: County highway T095,  Year Built: 2014,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 244 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 339 (year 2035),  Design Load: HL 93,  Features Intersected: T095 Airbase Rd,  Facility Carried by Structure: Airbase Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 84.2 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: 64.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $50,000,000,  Total Project Cost: $450,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6531725,  Location: JUNCTION OF WALNUT CREEK (Lat: 39.784700,  Lng: -82.907350),  Route carried "on" structure: County highway T093,  Year Built: 1900,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 46 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 64 (year 2035),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: PERRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2101955,  Location: 1.32 MI N OF FRANKLIN CO (Lat: 40.155761,  Lng: -82.969961),  Route carried "under" structure: Interstate 71,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 86,381 (year 2016),  Truck Traffic: 17%,  Features Intersected: CR-14 (POWELL RD),  Facility Carried by Structure: CR 14 POWELL ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.276,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 2102021,  Location: 2.46 N. OF 270 (Lat: 40.169319,  Lng: -82.961581),  Route carried "under" structure: County highway 107,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,486 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER I-71,  Facility Carried by Structure: IR-71 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 2102056,  Location: 2.50 MI N OF IR 270 (Lat: 40.168969,  Lng: -82.961511),  Route carried "under" structure: County highway 107,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,486 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER I-71,  Facility Carried by Structure: IR-71 NB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 2102137,  Location: 3.07 N OF FRANKLIN CO (Lat: 40.176450,  Lng: -82.954761),  Route carried "under" structure: County highway 21,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,467 (year 2015),  Truck Traffic: 7%,  Features Intersected: I 71 SB,  Facility Carried by Structure: I-71 SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 2102161,  Location: 3.07 N OF FRANKLIN CO (Lat: 40.176161,  Lng: -82.954619),  Route carried "under" structure: County highway 21,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,467 (year 2015),  Truck Traffic: 7%,  Features Intersected: I 71 SB,  Facility Carried by Structure: I-71 NB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 2102277,  Location: 4.86 MI S OF US36 (Lat: 40.142069,  Lng: -82.970989),  Route carried "under" structure: Interstate 71,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 74,590 (year 2015),  Truck Traffic: 22%,  Features Intersected: UNDR POLARIS PKWY (SR750,  Facility Carried by Structure: POLARIS PKW
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.772,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 2102293,  Location: 0.5 MI NORTH OF POLARIS (Lat: 40.148181,  Lng: -82.970919),  Route carried "under" structure: Interstate 71,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 155,096 (year 2016),  Truck Traffic: 13%,  Features Intersected: GEMINI PL OVER I-71,  Facility Carried by Structure: GEMINI PL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.452,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 2500051,  Location: 0.88 MI. S. OF IR 71 (Lat: 39.978250,  Lng: -82.989861),  Route carried "under" structure: Interstate 670,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 75,912 (year 2015),  Truck Traffic: 6%,  Features Intersected: UNDER SR-3(CLEVELAND AVE,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 6.968,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 2500094,  Location: 0.9 MI. N. 5TH AVE (Lat: 39.989769,  Lng: -82.985861),  Route carried "under" structure: Interstate 71,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 163,102 (year 2015),  Truck Traffic: 15%,  Features Intersected: UNDER SR-3 (CLEVLAND AVE,  Facility Carried by Structure: SR3
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 31.141,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.1m (128.3ft)

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Structure Number: 2500353,  Location: 0.63 S OF CONRAIL R R (Lat: 39.978261,  Lng: -82.853361),  Route carried "under" structure: Interstate 270,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 98,137 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER SR-16 (BROAD ST.),  Facility Carried by Structure: BROAD STRET US16
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 63.617,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 250059,  Location: OVER SR 104 (Lat: 39.916050,  Lng: -82.995361),  Route carried "under" structure: State highway 104,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 41,173 (year 2015),  Truck Traffic: 11%,  Features Intersected: UNDER US23-0801,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 14.436,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 2500639,  Location: 1.59 MI S OF IR-670 (Lat: 39.953100,  Lng: -82.994389),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 108,252 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER S 4TH ST US-23),  Facility Carried by Structure: FOURTH ST (US23)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 22.998,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2500663,  Location: 0.53 MI N OF US40 (Lat: 39.972469,  Lng: -82.997339),  Route carried "under" structure: Ramp City street CCC,  Year Built: 1915,  Structure Length: 0. m,  Features Intersected: RAMP TO 23D UNDER 23,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 2500663,  Location: 0.53 MI N OF US40 (Lat: 39.972469,  Lng: -82.997339),  Route carried "under" structure: Ramp City street CCC,  Year Built: 1915,  Structure Length: 0. m,  Features Intersected: RAMP TO CONV CTR UNDER 2,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 250076,  Location: 0.39 Miles North of I-270 (Lat: 40.118389,  Lng: -83.016211),  Route carried "under" structure: US 23,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 65,470 (year 2019),  Truck Traffic: 4%,  Features Intersected: CAMPUS VIEW BLVD.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 37.498,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 2500779,  Location: 0.72 Miles North of I-270 (Lat: 40.122239,  Lng: -83.015931),  Route carried "under" structure: US 23,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 65,470 (year 2019),  Truck Traffic: 4%,  Features Intersected: FLINT RD - CR85
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.669,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 2500817,  Location: 0.1 MI E OF FRONT ST (Lat: 39.953361,  Lng: -82.998939),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 108,252 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER S. HIGH ST.(US-23D,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 22.611,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 2500833,  Location: 0.48 MI N OF SR 670 (Lat: 39.968850,  Lng: -82.999039),  Route carried "under" structure: City street NAGTN,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 12,195 (year 2015),  Truck Traffic: 7%,  Features Intersected: US 23D,  Facility Carried by Structure: US 23D
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 2500868,  Location: OVER CONV CTR CONN & NSRR (Lat: 39.971550,  Lng: -82.998819),  Route carried "under" structure: Ramp City street CCCON,  Year Built: 1993,  Structure Length: 0. m,  Features Intersected: RAMP 670 WB TO 23D SB,  Facility Carried by Structure: N. THIRD ST(US23D)
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 2500876,  Location: OVER RR YARDS GOODALE ST (Lat: 39.971461,  Lng: -82.999000),  Route carried "under" structure: City street GDALE,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 7,245 (year 2015),  Truck Traffic: 5%,  Features Intersected: US23D,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.1m (243.1ft)

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Structure Number: 2500914,  Location: .19 MI EAST OF HIGH ST (Lat: 39.975439,  Lng: -82.999711),  Route carried "under" structure: Interstate 670,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 96,733 (year 2015),  Truck Traffic: 6%,  Features Intersected: UNDER N. THIRD ST.(US23D,  Facility Carried by Structure: THIRD ST (US23)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.987,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 250093,  Location: 1.87 MI S. OF IR670 (Lat: 40.004711,  Lng: -83.000839),  Route carried "under" structure: City street IUKA,  Year Built: 1916,  Structure Length: 0. m,  Features Intersected: UNDER US23D (SUMMITT ST.,  Facility Carried by Structure: SUMMITT AVE.
Minimum Vertical Clearance: 3.83m (12.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 2501392,  Location: 1.34 MI. N. OF I-70 (Lat: 39.965739,  Lng: -83.021250),  Route carried "under" structure: US 33,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 20,901 (year 2015),  Truck Traffic: 4%,  Features Intersected: RAMPS FROM US33 & I670WB,  Facility Carried by Structure: SR315 RAMP S-K
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 24.752,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 2501414,  Location: 1.34 MI. N. OF I-70 (Lat: 39.965731,  Lng: -83.020789),  Route carried "under" structure: US 33,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 20,901 (year 2015),  Truck Traffic: 4%,  Features Intersected: UNDER SR-315,  Facility Carried by Structure: SR 315
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 24.784,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 2501562,  Location: 0.43 MI S OF US 40 (Lat: 39.957961,  Lng: -82.983419),  Route carried "under" structure: Interstate 71,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 148,983 (year 2017),  Truck Traffic: 11%,  Features Intersected: MAIN STREET CR-580,  Facility Carried by Structure: MAIN STREET CR-580
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 27.568,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 2501775,  Location: 0.62 MI W OF SR71 (Lat: 39.924561,  Lng: -82.921311),  Route carried "under" structure: US 33,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,762 (year 2015),  Truck Traffic: 7%,  Features Intersected: NB 33 UNDER JAMES RD EXT,  Facility Carried by Structure: JAMES RD EXT
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 36.259,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2501805,  Location: 1.99 MI E OF SR270 (Lat: 39.921611,  Lng: -82.920189),  Route carried "under" structure: US 33,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 49,058 (year 2017),  Truck Traffic: 7%,  Features Intersected: WINCHESTER PKE,  Facility Carried by Structure: WINCHESTER PIKE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 36.629,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 2501864,  Location: 4.2 MI E OF US23 (Lat: 39.917731,  Lng: -82.920919),  Route carried "under" structure: US 33,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 45,581 (year 2017),  Truck Traffic: 5%,  Features Intersected: REFUGEE RD. (CR-14),  Facility Carried by Structure: REFUGEE RD (CR-14)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 36.997,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 2501899,  Location: 0.19 MI E OF SR270 (Lat: 39.903031,  Lng: -82.902239),  Route carried "under" structure: US 33,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 45,581 (year 2017),  Truck Traffic: 5%,  Features Intersected: WATKINS RD MR2174,  Facility Carried by Structure: WATKINS RD MR-2174
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 39.525,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 2502496,  Location: 1.4 MI E OF IR70 (Lat: 39.959981,  Lng: -83.018939),  Route carried "under" structure: State highway 315,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 89,543 (year 2015),  Truck Traffic: 4%,  Features Intersected: US40,  Facility Carried by Structure: US-40 (BROAD ST.)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.481,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 2502615,  Location: 1.93 MI E OF SR315 (Lat: 39.964250,  Lng: -82.983261),  Route carried "under" structure: Interstate 71,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 101,998 (year 2015),  Truck Traffic: 15%,  Features Intersected: UNDER US-40,  Facility Carried by Structure: BROAD ST (US40)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 28.260,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 2502844,  Location: 1.7 MI E OF SR317 (Lat: 39.954639,  Lng: -82.844981),  Route carried "under" structure: Interstate 270,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 117,562 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER US-40 (MAIN ST.),  Facility Carried by Structure: MAIN ST (US40)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 66.498,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 2503344,  Location: 1.93 MI W OF IR270 (Lat: 39.996481,  Lng: -82.930311),  Route carried "under" structure: Interstate 670,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 108,664 (year 2017),  Truck Traffic: 5%,  Features Intersected: CASSADY AVE CR-96,  Facility Carried by Structure: CASSADY AVE CR-96
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 13.679,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 2503875,  Location: 3.82 MI E OF MADISON CO (Lat: 39.978119,  Lng: -83.177311),  Route carried "under" structure: Interstate 70,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 67,700 (year 2017),  Truck Traffic: 30%,  Features Intersected: ALTON DARBY CR RD,  Facility Carried by Structure: ALTON DARBY CR RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.148,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2503999,  Location: 1.65 MI W OF IR270 (Lat: 39.976731,  Lng: -83.150431),  Route carried "under" structure: Interstate 70,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,098 (year 2017),  Truck Traffic: 22%,  Features Intersected: HILLIARD ROME RD,  Facility Carried by Structure: HILLIARD-ROME RD S
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.449,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 2504022,  Location: 1.64 MI. W. OF I-270 (Lat: 39.976761,  Lng: -83.150250),  Route carried "under" structure: Interstate 70,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,098 (year 2017),  Truck Traffic: 22%,  Features Intersected: HILLIARD ROME RD,  Facility Carried by Structure: HILLIARD-ROME RD N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 2504111,  Location: 0.12 MI. W. OF I-270 (Lat: 39.976661,  Lng: -83.121639),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 91,190 (year 2010),  Truck Traffic: 22%,  Features Intersected: 70EB&270SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.911,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 2504146,  Location: 0.12 MI W. OF I-270 (Lat: 39.976389,  Lng: -83.121669),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 91,190 (year 2010),  Truck Traffic: 22%,  Features Intersected: 70EB 270SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.911,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 2504162,  Location: 1.84 MI N OF US40 (Lat: 39.979111,  Lng: -83.118569),  Route carried "under" structure: Interstate 270,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,862 (year 2017),  Truck Traffic: 22%,  Features Intersected: RAMP B 70WB TO 270SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 14.291,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 250417,  Location: 0.13 MI S OF I-70 (Lat: 39.974550,  Lng: -83.119539),  Route carried "under" structure: Interstate 270,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,403 (year 2017),  Truck Traffic: 25%,  Features Intersected: RAMP 270SB TO 70EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.776,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 25042,  Location: 3.03 MI. W. OF I-670 (Lat: 39.976600,  Lng: -83.119411),  Route carried "under" structure: Interstate 270,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 43,060 (year 2015),  Truck Traffic: 38%,  Features Intersected: IR 70WB,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 14.017,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 2504235,  Location: 3.03 MI W OF I-670 (Lat: 39.976339,  Lng: -83.119431),  Route carried "under" structure: Interstate 270,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 43,060 (year 2015),  Truck Traffic: 38%,  Features Intersected: IR 70EB,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.969,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 2504308,  Location: 1.04 MI E OF I-270 (Lat: 39.974411,  Lng: -83.099719),  Route carried "under" structure: Interstate 70,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 123,612 (year 2017),  Truck Traffic: 14%,  Features Intersected: WILSON RD CR-25,  Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 12.778,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 2504316,  Location: 2.05 MI E OF IR 270 (Lat: 39.973331,  Lng: -83.081711),  Route carried "under" structure: County highway 66,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,535 (year 2015),  Truck Traffic: 2%,  Features Intersected: IR 70,  Facility Carried by Structure: I 70
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 2504324,  Location: 0.21 MI W. OF IR670 (Lat: 39.968969,  Lng: -83.068069),  Route carried "under" structure: Interstate 70,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 148,530 (year 2017),  Truck Traffic: 14%,  Features Intersected: HARRISON RD MR-984A,  Facility Carried by Structure: HARRISON RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.657,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.4m (145.7ft)

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Structure Number: 2504324,  Location: 0.21 MI W. OF IR670 (Lat: 39.968969,  Lng: -83.068069),  Route carried "under" structure: Interstate 670,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 86,721 (year 2017),  Truck Traffic: 9%,  Features Intersected: HARRISON RD MR-984A,  Facility Carried by Structure: HARRISON RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.190,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.4m (145.7ft)

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Structure Number: 2504332,  Location: 0.83 MI W OF IR670 (Lat: 39.972672,  Lng: -83.078292),  Route carried "under" structure: County highway 22,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,234 (year 2015),  Truck Traffic: 13%,  Features Intersected: FISHER RD UNDER I 70-091,  Facility Carried by Structure: I 70
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 11.587,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 250434,  Location: 0.65 MI W OF US33 (Lat: 39.967581,  Lng: -83.060861),  Route carried "under" structure: Interstate 70,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 57,622 (year 2015),  Truck Traffic: 15%,  Features Intersected: IR-670 OV. IR-70WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 16.367,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.0m (85.3ft)

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Structure Number: 2504367,  Location: 0.22 MI E OF I70 (Lat: 39.967589,  Lng: -83.059939),  Route carried "under" structure: City street MKINY,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,947 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-670,  Facility Carried by Structure: I.R. 670
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 2504375,  Location: 0.31 MI E OF I70 (Lat: 39.967839,  Lng: -83.058300),  Route carried "under" structure: Ramp US 33T,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 51,540 (year 2006),  Truck Traffic: 14%,  Features Intersected: I-670,  Facility Carried by Structure: I.R.670
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 22.354,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 2504383,  Location: 0.11 MI E. OF I-71 (Lat: 39.951039,  Lng: -83.015450),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 92,450 (year 2010),  Truck Traffic: 12%,  Features Intersected: 315SB TO 70EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 21.115,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 2504391,  Location: 0.95 MI E OF I70 (Lat: 39.968331,  Lng: -83.046419),  Route carried "under" structure: Interstate 670,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 98,896 (year 2017),  Truck Traffic: 8%,  Features Intersected: GRANDVIEW AVE CR550,  Facility Carried by Structure: GRANDVIEW AVE
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 1.529,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 250451,  Location: 0.24 MI E. OF I-670 (Lat: 39.966661,  Lng: -83.059381),  Route carried "under" structure: City street HARPR,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,965 (year 2015),  Truck Traffic: 4%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 2504529,  Location: 0.24 MI E. OF I-670 (Lat: 39.966481,  Lng: -83.060000),  Route carried "under" structure: City street HARPR,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,965 (year 2015),  Truck Traffic: 4%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.8m (58.4ft)

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Structure Number: 2504537,  Location: 0.72 MI E OF US 62 (Lat: 39.953411,  Lng: -83.004439),  Route carried "under" structure: City street SHORT,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 1970),  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 2504561,  Location: 0.94 MI E OF I-71 (Lat: 39.952831,  Lng: -83.000631),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 127,760 (year 2017),  Truck Traffic: 13%,  Features Intersected: FRONT ST,  Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 22.450,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 2504588,  Location: 1.28 MI. E. OF IR670 (Lat: 39.956989,  Lng: -83.044931),  Route carried "under" structure: US 40,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: W BROAD UNDER I70-1121,  Facility Carried by Structure: IR-70
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 16.383,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 2504596,  Location: 0.82 E OF SR 3 (Lat: 39.953481,  Lng: -82.996250),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 108,252 (year 2015),  Truck Traffic: 7%,  Features Intersected: Third St (SR 33)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 22.837,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 2504618,  Location: 0.43 MI E OF US62 (Lat: 39.948689,  Lng: -83.028531),  Route carried "under" structure: City street GLNWD,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,837 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 2504634,  Location: 0.5 MI. E. OF US 62 (Lat: 39.949039,  Lng: -83.027489),  Route carried "under" structure: County highway 559,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.161,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 2504642,  Location: 0.84 MI. E. OF US62 (Lat: 39.950289,  Lng: -83.021181),  Route carried "under" structure: City street SOUDR,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,341 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.6m (64.3ft)