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

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Parts: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16


National Bridge Inventory (NBI) Statistics
Number of bridges: 903
Total length: 6,129 meters (20,108ft)
Total costs: $3,319,000
Total average daily traffic: 37,101,781
Total average daily truck traffic: 3,232,999
National Bridge Inventory (NBI) Registered Bridges for Columbus
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New bridges - Historical Statistics

  • 1900-1909: 11
  • 1910-1919: 18
  • 1920-1929: 29
  • 1930-1939: 20
  • 1940-1949: 15
  • 1950-1959: 42
  • 1960-1969: 263
  • 1970-1979: 188
  • 1980-1989: 63
  • 1990-1999: 136
  • 2000-2009: 111
  • 2010-2012: 7

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 10
  • 1970-1979: 10
  • 1980-1989: 11
  • 1990-1999: 47
  • 2000-2009: 16
  • 2010-2012: 2

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 2102277,  Location: 4.86 MI S OF US36 (Lat: 40.142064,  Lng: -82.970981),  Route carried "on" structure: State highway 750,  Year Built: 1992,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 46,090 (year 2010),  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: 14.380,  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: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 11,  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: 40.148728,  Lng: -82.970514),  Route carried "on" structure: County highway GEMI0,  Year Built: 2006,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Future Daily Traffic: 64,056 (year 2028),  Design Load: HS 25,  Features Intersected: OVER 1-71,  Facility Carried by Structure: GEMINI PKWY
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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: July 11,  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: 40.141753,  Lng: -82.986147),  Route carried "on" structure: State highway 750,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 46,090 (year 2010),  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: 13.120,  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: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 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 12 months,  Inspection Date: December 11
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Structure Number: 2500051,  Location: 0.88 MI. S. OF IR 71 (Lat: 39.978192,  Lng: -82.989861),  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: 26.710,  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: Very good,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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 12 months,  Inspection Date: January 12,  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: 39.979614,  Lng: -82.989639),  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: 26.850,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: January 12,  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: 39.989792,  Lng: -82.985742),  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: 28.080,  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: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 2500191,  Location: 6.37 MI. N. OF I71 (Lat: 40.070603,  Lng: -82.928894),  Route carried "on" structure: State highway 3,  Year Built: 1975,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 17,130 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,763 (year 2033),  Design Load: HS 20,  Features Intersected: KILBOURNE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 2500337,  Location: 0.44 MI N OF SR317 (Lat: 39.977139,  Lng: -82.865583),  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: 11.930,  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: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: January 12,  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: 39.978331,  Lng: -82.852867),  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: 13.010,  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2500361,  Location: 0.77 MI. S. OF SR161 (Lat: 39.981619,  Lng: -82.823928),  Route carried "on" structure: State highway 16,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 51,301 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,476 (year 2033),  Design Load: H 20,  Features Intersected: UTZINGER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.540,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 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: 26.8m (87.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 12 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500396,  Location: 0.17 MI. S. OF SR 161 (Lat: 39.982831,  Lng: -82.813075),  Route carried "on" structure: State highway 16,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 51,301 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,476 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: BLACKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.500,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2500469,  Location: 3.13 MI W OF I-270 (Lat: 39.984806,  Lng: -82.795003),  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: 18.080,  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: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: January 12
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Structure Number: 250059,  Location: OVER SR 104 (Lat: 39.916042,  Lng: -82.995358),  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: 12.820,  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: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: Febuary 12,  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: 39.921106,  Lng: -82.995517),  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: 30,952 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX & NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.400,  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: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: Febuary 12,  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: 39.953508,  Lng: -82.994506),  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: 17.310,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 12,  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: 39.972461,  Lng: -82.997336),  Route carried "on" structure: US 23,  Year Built: 1915,  Year Reconstructed: 1965,  Status: Temporarily open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 20,570 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,525 (year 2033),  Design Load: HS 20,  Features Intersected: OVER CONV CTR CONN & NSR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500698,  Location: 3.22 MI N OF IR670 (Lat: 40.018792,  Lng: -83.002000),  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: 25.050,  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: 32.4 metric tons,  Inventory Rating: 32.4 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: Febuary 12,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2500817,  Location: 0.1 MI E OF FRONT ST (Lat: 39.953311,  Lng: -82.998928),  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 2028),  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: 7.100,  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: Good,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 11,  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: 39.968986,  Lng: -82.999019),  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: 5.120,  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: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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 12 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2500868,  Location: OVER CONV CTR CONN & NSRR (Lat: 39.972161,  Lng: -82.999106),  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 2029),  Design Load: HS 20+Mod,  Features Intersected: RAMP 670WB-23DSB O NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.750,  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,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 11,  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: 39.973950,  Lng: -82.999383),  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: 4.540,  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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 12 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2500914,  Location: .19 MI EAST OF HIGH ST (Lat: 39.975592,  Lng: -82.999739),  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: 4.350,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 11,  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: 40.004961,  Lng: -83.000814),  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: 1.130,  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: 32.4 metric tons,  Inventory Rating: 32.4 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 12 months,  Inspection Date: March 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2501392,  Location: 1.34 MI. N. OF I-70 (Lat: 39.965967,  Lng: -83.021006),  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: 30.18m (99.02ft),  Kilometerpoint: 2.160,  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: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: November 11,  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: 39.965967,  Lng: -83.021006),  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: 30.18m (99.02ft),  Kilometerpoint: 2.160,  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: November 11,  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: 39.966019,  Lng: -83.018647),  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: 12,284 (year 2029),  Design Load: H 20,  Features Intersected: OLENTANGY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.000,  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: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  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: 39.966019,  Lng: -83.018647),  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: 12,284 (year 2029),  Design Load: H 20,  Features Intersected: OLENTANGY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.000,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  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: 39.958072,  Lng: -82.982661),  Route carried "on" structure: City street MAIN0,  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: 209,227 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I71,  Facility Carried by Structure: MAIN STREET
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: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: June 11,  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: 39.948297,  Lng: -82.942733),  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: 4%,  Average Future Daily Traffic: 39,725 (year 2033),  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.840,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  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: 39.924550,  Lng: -82.922661),  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501805,  Location: 1.99 MI E OF SR270 (Lat: 39.921436,  Lng: -82.921158),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501864,  Location: 4.2 MI W OF US23 (Lat: 39.918333,  Lng: -82.920000),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  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: 39.903417,  Lng: -82.901908),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 12,  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: 39.899297,  Lng: -82.894869),  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: 40.290,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501953,  Location: 0.28 MI W OF SR270 (Lat: 39.899297,  Lng: -82.894869),  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: 40.290,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2501988,  Location: 0.34 MI W OF SR270 (Lat: 39.898572,  Lng: -82.894228),  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: 40.390,  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2502011,  Location: 0.34 MI W OF SR270 (Lat: 39.898572,  Lng: -82.894228),  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: 40.390,  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2502496,  Location: 1.4 MI E OF IR70 (Lat: 39.959956,  Lng: -83.019089),  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: 22,083 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OVER SR315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.640,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: April 11,  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: 39.961508,  Lng: -83.006472),  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: 19.750,  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: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 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 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  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: 20.370,  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: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: April 11,  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: 39.964222,  Lng: -82.983417),  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: 196,319 (year 2028),  Design Load: H 20,  Features Intersected: OVER I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.750,  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: April 11,  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: 39.968025,  Lng: -82.950458),  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: 29,176 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.600,  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  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: 39.954628,  Lng: -82.844386),  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: 35.100,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2503077,  Location: 1 MI N OF SR 270 (Lat: 39.915761,  Lng: -83.065419),  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: 14.830,  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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