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


  • National Bridge Inventory (NBI) Statistics
  • 988Number of bridges
  • 7,135m23,409ftTotal length
  • $3,459,000Total costs
  • 41,055,159Total average daily traffic
  • 3,604,162Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Columbus
  • No street view available for this location

New bridges - Historical Statistics

  • 101900-1909
  • 171910-1919
  • 311920-1929
  • 181930-1939
  • 141940-1949
  • 421950-1959
  • 2651960-1969
  • 1851970-1979
  • 681980-1989
  • 1421990-1999
  • 1302000-2009
  • 662010-2015

Reconstructed bridges - Historical Statistics

  • 91960-1969
  • 91970-1979
  • 111980-1989
  • 461990-1999
  • 222000-2009
  • 22010-2015

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 251623,  Location: 0.60 MI E OF BECKER RD (Lat: 40.757586,  Lng: -84.385633),  Route carried "on" structure: County highway C0028,  Year Built: 1994,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 344 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 477 (year 2031),  Design Load: HS 20,  Features Intersected: JENNING CREEK WEST UNION,  Facility Carried by Structure: WEST UNION RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2102277,  Location: 4.86 MI S OF US36 (Lat: 40.142072,  Lng: -82.970986),  Route carried "on" structure: State highway 750,  Year Built: 1992,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 44,390 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,973 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER I-71,  Facility Carried by Structure: POLARIS PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.368,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior 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 18 months,  Inspection Date: November 14,  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: 2102293,  Location: 0.5 MI NORTH OF POLARIS (Lat: 40.148075,  Lng: -82.970561),  Route carried "on" structure: County highway GEMI,  Year Built: 2006,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Future Daily Traffic: 97,743 (year 2034),  Design Load: HS 25,  Features Intersected: OVER 1-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: August 14,  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: 2104253,  Location: EAST OF SANCUS BLVD (Lat: 40.141750,  Lng: -82.986106),  Route carried "on" structure: State highway 750,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 44,390 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,973 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MIA RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.113,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: November 14
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Structure Number: 2500051,  Location: 0.88 MI. S. OF IR 71 (Lat: 39.978247,  Lng: -82.989864),  Route carried "on" structure: State highway 3,  Year Built: 1992,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 8,840 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,270 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: OVER I-670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.693,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: January 15,  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: 2500078,  Location: 0.88 MILE SOUTH OF IR 71 (Lat: 39.979664,  Lng: -82.989722),  Route carried "on" structure: State highway 3,  Year Built: 1992,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 8,840 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,159 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.838,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: January 15,  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: 2500094,  Location: 0.9 MI. N. 5TH AVE (Lat: 39.989767,  Lng: -82.985858),  Route carried "on" structure: State highway 3,  Year Built: 1961,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 11,419 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,850 (year 2034),  Design Load: H 20,  Features Intersected: OVER I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.061,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.1m (128.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 29.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 2500337,  Location: 0.44 MI N OF SR317 (Lat: 39.977131,  Lng: -82.865728),  Route carried "on" structure: State highway 16,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 24,990 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,005 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.923,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2500353,  Location: 0.63 S OF CONRAIL R R (Lat: 39.978353,  Lng: -82.852686),  Route carried "on" structure: State highway 16,  Year Built: 1974,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 61,580 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,473 (year 2034),  Design Load: HS 20,  Features Intersected: OVER I-270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.001,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2500388,  Location: 1.57 MI. E. OF I-270 (Lat: 39.981617,  Lng: -82.824058),  Route carried "on" structure: State highway 16,  Year Built: 2012,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 55,200 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,618 (year 2035),  Features Intersected: UTZINGER DITCH,  Facility Carried by Structure: EAST BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Culverts: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500469,  Location: 3.13 MI W OF I-270 (Lat: 39.984853,  Lng: -82.794606),  Route carried "on" structure: State highway 16,  Year Built: 1991,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 39,780 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 57,116 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SLATE RIDGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.069,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 15
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Structure Number: 250059,  Location: OVER SR 104 (Lat: 39.916050,  Lng: -82.995361),  Route carried "on" structure: US 23,  Year Built: 1970,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 22,780 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,231 (year 2033),  Design Load: HS 20,  Features Intersected: OVER SR 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.808,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2500612,  Location: 0.36 MI. N. OF SR-104 (Lat: 39.921147,  Lng: -82.995531),  Route carried "on" structure: US 23,  Year Built: 2007,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 22,780 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,619 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CSX & NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.387,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  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: 2500639,  Location: 1.59 MI S OF IR-670 (Lat: 39.953519,  Lng: -82.994478),  Route carried "on" structure: US 23,  Year Built: 1964,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 14,530 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,168 (year 2034),  Design Load: H 20,  Features Intersected: S 4TH ST(US-23) OVER I-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.297,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 2500663,  Location: 0.53 MI N OF US40 (Lat: 39.972469,  Lng: -82.997339),  Route carried "on" structure: US 23,  Year Built: 1915,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 16.35m (53.64ft),  Average Daily Traffic: 20,570 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,551 (year 2033),  Design Load: HS 25,  Features Intersected: OVER CONV CTR CONN & NSR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.485,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  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: 2500698,  Location: 3.22 MI N OF IR670 (Lat: 40.018800,  Lng: -83.002006),  Route carried "on" structure: US 23,  Year Built: 1921,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 15,818 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,757 (year 2033),  Design Load: HS 20,  Features Intersected: GLEN ECHO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.036,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500817,  Location: 0.1 MI E OF FRONT ST (Lat: 39.953358,  Lng: -82.998944),  Route carried "on" structure: US 23D,  Year Built: 1964,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 142,170 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 197,332 (year 2034),  Design Load: H 20,  Features Intersected: S HIGH ST(US23D) OVER I7,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.096,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500833,  Location: 0.48 MI N OF SR 670 (Lat: 39.968847,  Lng: -82.999044),  Route carried "on" structure: Alternate US 23D,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 23,570 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,715 (year 2033),  Design Load: HS 20,  Features Intersected: OVER NATIONWIDE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.117,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 96.9 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2500868,  Location: OVER CONV CTR CONN & NSRR (Lat: 39.971553,  Lng: -82.998817),  Route carried "on" structure: Ramp US 23D,  Year Built: 1993,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 18,990 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,358 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RAMP 670WB-23DSB O NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  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: 2500876,  Location: OVER RR YARDS GOODALE ST (Lat: 39.971458,  Lng: -82.999003),  Route carried "on" structure: Alternate US 23D,  Year Built: 1957,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 40.78m (133.79ft),  Average Daily Traffic: 23,100 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,063 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER RR YARDS GOODALE ST,  Facility Carried by Structure: SR 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.537,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2500914,  Location: .19 MI EAST OF HIGH ST (Lat: 39.975436,  Lng: -82.999706),  Route carried "on" structure: Alternate US 23D,  Year Built: 2003,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 55,650 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 77,242 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER I-670,  Facility Carried by Structure: THIRD ST (US23)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  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: 250093,  Location: 1.87 MI S. OF IR670 (Lat: 40.004708,  Lng: -83.000839),  Route carried "on" structure: Alternate US 23D,  Year Built: 1916,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 9,390 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,033 (year 2033),  Design Load: H 20,  Features Intersected: SUMMITT OVER IUKA AVE,  Facility Carried by Structure: SUMMITT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.8 metric tons,  Inventory Rating: 59.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 15,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2501201,  Location: 3.67 MI E OF SR745 (Lat: 40.052381,  Lng: -83.095808),  Route carried "on" structure: US 33,  Year Built: 1927,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,030 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,229 (year 2033),  Features Intersected: SLATE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.1 metric tons,  Inventory Rating: 68.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $140,000,  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: 2501392,  Location: 1.34 MI. N. OF I-70 (Lat: 39.965761,  Lng: -83.021000),  Route carried "on" structure: Ramp State highway 315,  Year Built: 2001,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 15,170 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,056 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: OVER US-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2501414,  Location: 1.34 MI. N. OF I-70 (Lat: 39.965733,  Lng: -83.020786),  Route carried "on" structure: State highway 315,  Year Built: 2001,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 72,310 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,799 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: OVER US-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2501449,  Location: 0.16 MI E OF SR315 (Lat: 39.966039,  Lng: -83.019197),  Route carried "on" structure: US 33,  Year Built: 1932,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.35m (43.80ft),  Average Daily Traffic: 8,870 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,312 (year 2035),  Design Load: H 20,  Features Intersected: OLENTANGY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.988,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2501473,  Location: 0.16 MI E OF SR315 (Lat: 39.965956,  Lng: -83.019081),  Route carried "on" structure: US 33,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 8,870 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,312 (year 2035),  Design Load: H 20,  Features Intersected: OLENTANGY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.988,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2501562,  Location: 0.43 MI S OF US 40 (Lat: 39.958081,  Lng: -82.982664),  Route carried "on" structure: City street MAIN,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 18,500 (year 1995),  Average Future Daily Traffic: 169,974 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 20.8 metric tons,  Inventory Rating: 20.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 18 months,  Inspection Date: July 14,  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: 2501635,  Location: 0.06 MI E OF IR70 (Lat: 39.948300,  Lng: -82.942700),  Route carried "on" structure: US 33,  Year Built: 1940,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 26,320 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,725 (year 2033),  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.824,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2501775,  Location: 0.62 MI W OF SR71 (Lat: 39.924500,  Lng: -82.921358),  Route carried "on" structure: City street JAMES,  Year Built: 1964,  Status: Open,  Structure Length: 13.55m (44.46ft),  Average Daily Traffic: 7,640 (year 1980),  Average Future Daily Traffic: 26,051 (year 2033),  Design Load: H 20,  Features Intersected: US 33 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501805,  Location: 1.99 MI E OF SR270 (Lat: 39.921600,  Lng: -82.920147),  Route carried "on" structure: City street WICHR,  Year Built: 1963,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 38,200 (year 1998),  Average Future Daily Traffic: 26,051 (year 2033),  Design Load: H 20,  Features Intersected: WINCHESTER PKE OVER NB33,  Facility Carried by Structure: WINCHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501864,  Location: 4.2 MI W OF US23 (Lat: 39.917711,  Lng: -82.920442),  Route carried "on" structure: County highway 14,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 47,340 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,861 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: US-33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  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: 2501899,  Location: 0.19 MI E OF SR270 (Lat: 39.903400,  Lng: -82.901803),  Route carried "on" structure: City street WTKIN,  Year Built: 1969,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 3,000 (year 1999),  Average Future Daily Traffic: 57,949 (year 2033),  Design Load: H 15,  Features Intersected: US 33,  Facility Carried by Structure: WATKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 87.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2501929,  Location: 0.28 MI W OF SR270 (Lat: 39.899336,  Lng: -82.894706),  Route carried "on" structure: US 33,  Year Built: 1963,  Status: Open,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 33,440 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,145 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.273,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501953,  Location: 0.28 MI W OF SR270 (Lat: 39.899186,  Lng: -82.894978),  Route carried "on" structure: US 33,  Year Built: 1963,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 33,440 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,145 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.273,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501988,  Location: 0.34 MI W OF SR270 (Lat: 39.898447,  Lng: -82.893944),  Route carried "on" structure: US 33,  Year Built: 1963,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 33,440 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,145 (year 2033),  Design Load: HS 20,  Features Intersected: BIG WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2502011,  Location: 0.34 MI W OF SR270 (Lat: 39.898478,  Lng: -82.894342),  Route carried "on" structure: US 33,  Year Built: 1963,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 33,440 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,145 (year 2033),  Design Load: HS 20,  Features Intersected: BIG WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2502496,  Location: 1.4 MI E OF IR70 (Lat: 39.959981,  Lng: -83.018936),  Route carried "on" structure: US 40,  Year Built: 1958,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 15,990 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,194 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: OVER SR315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.632,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2502577,  Location: 0.68MI E OF SR315 (Lat: 39.961536,  Lng: -83.006339),  Route carried "on" structure: US 40,  Year Built: 1992,  Status: Open,  Structure Length: 20.51m (67.29ft),  Average Daily Traffic: 15,990 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,194 (year 2033),  Design Load: HS 25,  Features Intersected: SCIOTO RIVER (BROAD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.742,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 14,  Underwater Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2502607,  Location: 1.07 MI E OF SR315 (Lat: 39.962336,  Lng: -82.999592),  Route carried "on" structure: US 40,  Year Built: 1972,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 15,990 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,194 (year 2033),  Design Load: HS 20,  Features Intersected: OVER STATEHOUSE UNDERPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.354,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2502615,  Location: 1.93 MI E OF SR315 (Lat: 39.964247,  Lng: -82.983258),  Route carried "on" structure: US 40,  Year Built: 1962,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 31,550 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,791 (year 2034),  Design Load: H 20,  Features Intersected: OVER I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.738,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2502712,  Location: OVER ALUM CREEK (Lat: 39.968056,  Lng: -82.950297),  Route carried "on" structure: US 40,  Year Built: 1999,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 19,020 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.586,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: March 14,  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: 2502844,  Location: 1.7 MI E OF SR317 (Lat: 39.954644,  Lng: -82.844978),  Route carried "on" structure: US 40,  Year Built: 1972,  Status: Open,  Structure Length: 12.06m (39.57ft),  Average Daily Traffic: 29,950 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,813 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER I-270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.076,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2503077,  Location: 1 MI N OF SR 270 (Lat: 39.915736,  Lng: -83.065447),  Route carried "on" structure: US 62,  Year Built: 1931,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 17,150 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,804 (year 2033),  Design Load: HS 20,  Features Intersected: SCIOTO BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.819,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 31.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 2503115,  Location: 2 MI N OF SR-270 (Lat: 39.927869,  Lng: -83.055411),  Route carried "on" structure: US 62,  Year Built: 2011,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 17,150 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,804 (year 2034),  Design Load: HS 25,  Features Intersected: EARLY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.412,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: June 14
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Structure Number: 250322,  Location: 0.59 MI E OF SR-315 (Lat: 39.956292,  Lng: -83.007467),  Route carried "on" structure: US 62,  Year Built: 2010,  Status: Open,  Structure Length: 20.56m (67.45ft),  Average Daily Traffic: 4,310 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,982 (year 2032),  Design Load: HS 25,  Features Intersected: OVER SCIOTO RIVER,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.703,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 131.1m (430.1ft),  Curb or Sidewalk Widths: Left: 5.7m (18.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Underwater Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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