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

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Structure Number: 2503395,  Location: 0.05 MI S OF SR317 (Lat: 40.018900,  Lng: -82.880489),  Route carried "on" structure: US 62,  Year Built: 1966,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 9,432 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,092 (year 2035),  Design Load: HS 20,  Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.270,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2503417,  Location: 0.64 MI N OF STELZER RD (Lat: 40.012600,  Lng: -82.902481),  Route carried "on" structure: US 62,  Year Built: 1973,  Status: Open,  Structure Length: 9.76m (32.02ft),  Average Daily Traffic: 23,200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,202 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER I-270
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 35.132,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2503433,  Location: 0.62 MI N OF STELZER RD (Lat: 40.015739,  Lng: -82.903689),  Route carried "on" structure: US 62,  Year Built: 1973,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 23,200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,202 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER I-270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.100,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2511754,  Location: 3.91 MI N OF SR16 (Lat: 40.011550,  Lng: -82.899431),  Route carried "on" structure: Ramp Interstate 270,  Year Built: 1973,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 67,130 (year 1990),  Average Future Daily Traffic: 93,176 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: RAMP I OVER JOHNSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.325,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 25118,  Location: 2.59 MI N OF SR16 (Lat: 40.006939,  Lng: -82.875111),  Route carried "on" structure: Interstate 270,  Year Built: 1973,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 74,396 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 103,262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.449,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2511819,  Location: 2.59 MI N OF SR16 (Lat: 40.006750,  Lng: -82.875139),  Route carried "on" structure: Interstate 270,  Year Built: 1973,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 74,396 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 103,262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.449,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2511843,  Location: 3.63 MI N OF SR16 (Lat: 40.008281,  Lng: -82.894569),  Route carried "on" structure: City street GOSHN,  Year Built: 1973,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 90 (year 1970),  Average Future Daily Traffic: 125 (year 1990),  Design Load: HS 20+Mod,  Features Intersected: I270 & I670W/US62 RMP,  Facility Carried by Structure: GOSHEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2511991,  Location: 1 MI N OF SR16 (Lat: 39.992219,  Lng: -82.857169),  Route carried "on" structure: City street CLAYC,  Year Built: 1974,  Status: Open,  Structure Length: 9.82m (32.22ft),  Average Daily Traffic: 4,500 (year 1970),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,246 (year 1990),  Design Load: H 20,  Features Intersected: IR-270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2512084,  Location: 4.15 MI N OF SR16 (Lat: 40.012761,  Lng: -82.902919),  Route carried "on" structure: Ramp Interstate 270,  Year Built: 1972,  Status: Open,  Structure Length: 15.10m (49.54ft),  Average Daily Traffic: 135,680 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 188,324 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OVER RAMP I 270N-62W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.939,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2512343,  Location: 0.5 MI E OF SR-317 (Lat: 39.999500,  Lng: -82.858239),  Route carried "on" structure: County highway C205B,  Year Built: 2011,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 7,245 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,056 (year 2035),  Design Load: HL 93,  Features Intersected: IR-270,  Facility Carried by Structure: TECH CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.896,  Lanes on structure: 2,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 251664,  Location: 1.05 MI N OF 5TH AVE (Lat: 40.004319,  Lng: -82.867750),  Route carried "on" structure: State highway 317,  Year Built: 1973,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 30,653 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,546 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER I-270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.681,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2516659,  Location: 1.24 MI N OF IR270 (Lat: 40.018500,  Lng: -82.871731),  Route carried "on" structure: State highway 317,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 22,368 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,047 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.676,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 2516721,  Location: SR317 OVER SYCOMORE RUN (Lat: 40.018581,  Lng: -82.874150),  Route carried "on" structure: State highway 317,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 22,368 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,047 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SYCAMORE RUN,  Facility Carried by Structure: NON-HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.998,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2532174,  Location: 0.1 MI E. OF REY-N.ALBANY (Lat: 40.029861,  Lng: -82.812881),  Route carried "on" structure: County highway T0203,  Year Built: 1973,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 2,244 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,115 (year 2035),  Design Load: HS 20,  Features Intersected: BLACKLICK CREEK (HAVENS),  Facility Carried by Structure: HAVENS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2534274,  Location: 0.7 MI NORTH OF BROAD ST (Lat: 39.989061,  Lng: -82.842500),  Route carried "on" structure: County highway C0208,  Year Built: 1974,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 7,245 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,056 (year 2035),  Design Load: HS 20,  Features Intersected: CSXT RR(TAYLOR STA.),  Facility Carried by Structure: TAYLOR STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2534606,  Location: 0.3 MI N.OF HAVENS CORN. (Lat: 40.021889,  Lng: -82.866281),  Route carried "on" structure: County highway C0103,  Year Built: 1983,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 22,509 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY FORK(HAMILTON RD),  Facility Carried by Structure: HAMILTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.135,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  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: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2534703,  Location: JUST WEST OF HAVENS RD (Lat: 40.033111,  Lng: -82.839631),  Route carried "on" structure: County highway C0095,  Year Built: 1984,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 5,955 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,266 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY FORK(CLARK STATE),  Facility Carried by Structure: CLARK STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  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-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2534754,  Location: 0.1 MI E.OF REYN-NEW ALB. (Lat: 40.043581,  Lng: -82.807789),  Route carried "on" structure: County highway C0095,  Year Built: 1985,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,955 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,266 (year 2035),  Design Load: HS 20,  Features Intersected: BLACKLICK CR (CLARK ST),  Facility Carried by Structure: CLARK STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2535017,  Location: JUST EAST OF U.S. 62 (Lat: 40.054350,  Lng: -82.840981),  Route carried "on" structure: County highway C0017,  Year Built: 1988,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 26,358 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,585 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY FORK CREEK (MORSE),  Facility Carried by Structure: MORSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.663,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2536501,  Location: 0.22 Mi South Havens Rd (Lat: 40.026331,  Lng: -82.805469),  Route carried "on" structure: County highway T2969,  Year Built: 1997,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 200 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 200 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: Cole Ditch(Havens Court),  Facility Carried by Structure: Havens Court East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022

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Structure Number: 2567369,  Location: 0.3 MI. E. OF HAMILTON RD (Lat: 39.999100,  Lng: -82.863161),  Route carried "on" structure: City street TECHC,  Year Built: 2011,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 30,490 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,791 (year 2031),  Design Load: HL 93,  Features Intersected: TRIBUTARY TO BIG WALNUT,  Facility Carried by Structure: TECH CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 2576,  Location: 80' WEST OF LINCOLN CIR. (Lat: 40.017850,  Lng: -82.874319),  Route carried "on" structure: City street CSERV,  Year Built: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,803 (year 2040),  Design Load: HS 20,  Features Intersected: SYCAMORE RUN,  Facility Carried by Structure: CITY SERVICE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2576015,  Location: E. OF CHERRY BOTTOM (Lat: 40.036439,  Lng: -82.873739),  Route carried "on" structure: City street CROSS,  Year Built: 1989,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 125 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 174 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BEEM DITCH(CROSSING CRK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 2576074,  Location: BTWN CHRY BTM & E CHESTER (Lat: 40.039831,  Lng: -82.873481),  Route carried "on" structure: City street ACDMY,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 598 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 830 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BEEM DITCH(ACADAMY CT),  Facility Carried by Structure: ACADAMY COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 257612,  Location: BTW ACDY WOOD & ACDY CT (Lat: 40.041069,  Lng: -82.869800),  Route carried "on" structure: City street CHSTR,  Year Built: 1989,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 395 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 548 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BEEM DITCH,  Facility Carried by Structure: EASTCHESTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2576171,  Location: BTWN HAMILTON & RIDGCREST (Lat: 40.046061,  Lng: -82.866389),  Route carried "on" structure: City street BEECH,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,609 (year 2026),  Design Load: HS 20,  Features Intersected: BEEM DITCH(BEECHER RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021

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Structure Number: 2576244,  Location: S. OF RIDGE CREST (Lat: 40.042311,  Lng: -82.867861),  Route carried "on" structure: City street WYNNE,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 113 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 157 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BEEM DITCH(WYNNE RDGE CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021

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Structure Number: 2576511,  Location: N OF ASHMEAD DR (Lat: 40.013589,  Lng: -82.842361),  Route carried "on" structure: City street FRMCK,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 456 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 633 (year 2026),  Design Load: HS 20,  Features Intersected: (SOUDER_EARLY DI)FARMCRK,  Facility Carried by Structure: FARM CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 257685,  Location: 0.40 MI EAST OF US62 (Lat: 40.024319,  Lng: -82.871581),  Route carried "on" structure: City street HEIL,  Year Built: 2019,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 530 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 736 (year 2039),  Design Load: HL 93,  Features Intersected: SYCAMORE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.610,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2503417,  Location: 0.64 MI N OF STELZER RD (Lat: 40.012600,  Lng: -82.902481),  Route carried "under" structure: Interstate 270,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 148,791 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER US-62 EB,  Facility Carried by Structure: US 62 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 56.939,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 2503433,  Location: 0.62 MI N OF STELZER RD (Lat: 40.015739,  Lng: -82.903689),  Route carried "under" structure: Interstate 270,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 105,373 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER US-62 WB,  Facility Carried by Structure: US 62 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 56.585,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 2503441,  Location: 0.12 MI N OF SR270 (Lat: 40.016750,  Lng: -82.901869),  Route carried "under" structure: US 62,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 23,200 (year 2015),  Truck Traffic: 2%,  Features Intersected: UND RAMP D 670EB-270NB,  Facility Carried by Structure: RAMP 670EB TO 270N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 35.325,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 2511754,  Location: 3.91 MI N OF SR16 (Lat: 40.011550,  Lng: -82.899431),  Route carried "under" structure: County highway 377,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,280 (year 2015),  Truck Traffic: 3%,  Features Intersected: RAMP 270NB TO 62,  Facility Carried by Structure: I-270
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 2511843,  Location: 3.63 MI N OF SR16 (Lat: 40.008281,  Lng: -82.894569),  Route carried "under" structure: Interstate 270,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 137,479 (year 2017),  Truck Traffic: 11%,  Features Intersected: GOSHEN LANE,  Facility Carried by Structure: GOSHEN LANE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 57.775,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 2511843,  Location: 3.63 MI N OF SR16 (Lat: 40.008281,  Lng: -82.894569),  Route carried "under" structure: Interstate 670,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25,382 (year 2017),  Truck Traffic: 6%,  Features Intersected: GOSHEN LANE,  Facility Carried by Structure: GOSHEN LANE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 17.374,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 2511991,  Location: 1 MI N OF SR16 (Lat: 39.992219,  Lng: -82.857169),  Route carried "under" structure: Interstate 270,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 121,362 (year 2017),  Truck Traffic: 12%,  Features Intersected: UNDER CLAYCRAFT RD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 62.008,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2512084,  Location: 4.15 MI N OF SR16 (Lat: 40.012761,  Lng: -82.902919),  Route carried "under" structure: US 62,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 47,067 (year 2017),  Truck Traffic: 5%,  Features Intersected: RAMP 270N TO 670W,  Facility Carried by Structure: Rmp 270N to 670W
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 35.164,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 2512084,  Location: 4.15 MI N OF SR16 (Lat: 40.012761,  Lng: -82.902919),  Route carried "under" structure: Interstate 270,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 137,479 (year 2017),  Truck Traffic: 11%,  Features Intersected: RAMP 270N TO 670W
Minimum Vertical Clearance: 11.96m (39.24ft),  Kilometerpoint: 56.971,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 2512343,  Location: 0.5 MI E OF SR-317 (Lat: 39.999500,  Lng: -82.858239),  Route carried "under" structure: Interstate 270,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 121,362 (year 2017),  Truck Traffic: 12%,  Features Intersected: TECH CENTER DRIVE,  Facility Carried by Structure: TECH CENTER DRIVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 61.155,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 251664,  Location: 1.05 MI N OF 5TH AVE (Lat: 40.004319,  Lng: -82.867750),  Route carried "under" structure: Interstate 270,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 117,405 (year 2015),  Truck Traffic: 13%,  Features Intersected: UNDER SR317 (HAMILTON RD,  Facility Carried by Structure: SR 317
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 60.125,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)