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

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Structure Number: 2517612,  Location: OVER GOODALE CONNECTOR (Lat: 39.972339,  Lng: -83.015250),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 2004,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 5,350 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,426 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: VINE ST&SR315 RP TO VINE,  Facility Carried by Structure: RAMP NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.554,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: 2517639,  Location: OVER NEIL AVE. (Lat: 39.973369,  Lng: -83.010211),  Route carried "on" structure: Interstate 670,  Year Built: 2004,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 99,591 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,232 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER NEIL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.053,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 42.6m (139.8ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 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: 2517647,  Location: 670 OVER GOODALE CONNECT (Lat: 39.972561,  Lng: -83.015650),  Route carried "on" structure: Interstate 670,  Year Built: 2004,  Status: Open,  Structure Length: 12.99m (42.62ft),  Average Daily Traffic: 74,266 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 103,081 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER GOODALE CONN & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: 2517671,  Location: 0.43 MI S OF 5TH AVE (Lat: 39.979181,  Lng: -82.985311),  Route carried "on" structure: Ramp Interstate 71,  Year Built: 1993,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 153,135 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 212,551 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: RAMP B:IR71S TO IR670 E,  Facility Carried by Structure: IR 670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.853,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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 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: 2517698,  Location: 3.93 MI E OF IR70 (Lat: 39.979389,  Lng: -82.968061),  Route carried "on" structure: City street M0527,  Year Built: 1991,  Status: Open,  Structure Length: 6.91m (22.67ft),  Average Daily Traffic: 12,195 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 161,240 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I670,  Facility Carried by Structure: I-670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 2517728,  Location: 1.22 MI E OF IR71 (Lat: 39.980039,  Lng: -82.963989),  Route carried "on" structure: Interstate 670,  Year Built: 1992,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 116,167 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 161,240 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER CSX & NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.737,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 47.9m (157.2ft)

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

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Structure Number: 2517744,  Location: 3.72 MI W OF IR270 (Lat: 39.980839,  Lng: -82.951411),  Route carried "on" structure: County highway C0008,  Year Built: 1990,  Status: Open,  Structure Length: 12.46m (40.88ft),  Average Daily Traffic: 8,348 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 153,721 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-670,  Facility Carried by Structure: I.R.670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.6m (136.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 35.6 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 251776,  Location: 3.99 MI W OF IR270 (Lat: 39.980719,  Lng: -82.956611),  Route carried "on" structure: County highway C0023,  Year Built: 1989,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 8,269 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,954 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-670,  Facility Carried by Structure: LEONARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.0m (108.3ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2517779,  Location: .25 EAST OF US23 OVER RR (Lat: 39.976981,  Lng: -82.993189),  Route carried "on" structure: Interstate 670,  Year Built: 1993,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 92,596 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 128,523 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER CSX/NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 42.3m (138.8ft)

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

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Structure Number: 2517795,  Location: RAMP P:670W TO 23N (Lat: 39.976350,  Lng: -82.997361),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 1960,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 14 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: RP IR670W-US23N O SERVIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.228,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2517809,  Location: 3.29 MI W OF IR270 (Lat: 39.981139,  Lng: -82.943369),  Route carried "on" structure: Interstate 670,  Year Built: 1991,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 110,750 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 153,721 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVR USR 62 (NELSON ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.507,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 40.5m (132.9ft)

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

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Structure Number: 2517817,  Location: 0.58 E OF SR3(CLEVE AVE) (Lat: 39.975239,  Lng: -82.982281),  Route carried "on" structure: Interstate 670,  Year Built: 2012,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 45,763 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,519 (year 2035),  Design Load: HL 93,  Features Intersected: OVER JACK GIBBS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.902,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 68.0 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: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 2517825,  Location: 0.58 E OF SR3(CLEV AVE) (Lat: 39.975281,  Lng: -82.982219),  Route carried "on" structure: Interstate 670,  Year Built: 2013,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 45,763 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,519 (year 2035),  Design Load: HL 93,  Features Intersected: RAMP V2 OV JACK GIBBS BL,  Facility Carried by Structure: RAMP V2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.902,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 68.0 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: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 2517841,  Location: 2.88 MI W OF IR270 (Lat: 39.985669,  Lng: -82.939461),  Route carried "on" structure: US 62,  Year Built: 1989,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 11,183 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,522 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER I-670,  Facility Carried by Structure: FIFTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.495,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.6m (113.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2517876,  Location: 2.6 MI W OF IR270 (Lat: 39.989339,  Lng: -82.937939),  Route carried "on" structure: Interstate 670,  Year Built: 1988,  Status: Open,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 103,219 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 143,268 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.633,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2517892,  Location: 1.68 MI W OF IR270 (Lat: 39.999461,  Lng: -82.927281),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 1990,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 111,420 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 109,634 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROAD J OVER I670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.098,  Lanes on structure: 2,  Lanes under structure: 7,  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: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 2517914,  Location: 1.49 MI W OF IR270 (Lat: 40.000219,  Lng: -82.923050),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 1990,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 107,260 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 148,877 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: ROAD D OVER JOHNSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.323,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 6 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-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 2517922,  Location: 0.625 MI W OF STELZER RD. (Lat: 40.000139,  Lng: -82.920969),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 2009,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,730 (year 2008),  Average Future Daily Traffic: 2,401 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: RAMP E1 OVER RAMP D1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.452,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable 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: 2517949,  Location: 1.4 MI W OF I-270 (Lat: 40.000839,  Lng: -82.921669),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 2009,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 10,130 (year 2008),  Average Future Daily Traffic: 14,060 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: RAMPS OVER JOHNSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.548,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 2517957,  Location: 1.38 MI W OF IR270 (Lat: 40.001750,  Lng: -82.922111),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 1990,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 111,420 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 155,888 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROAD E OVER I670,  Facility Carried by Structure: RAMP E TO AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.581,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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: 2517973,  Location: 1.3 MI W OF IR270 (Lat: 40.001750,  Lng: -82.920189),  Route carried "on" structure: County highway C0377,  Year Built: 1990,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 5,155 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 155,761 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-670 RAMP G,  Facility Carried by Structure: I-670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.6 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: Meets minimum limits,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2518007,  Location: 1.39 MI W OF IR270 (Lat: 40.002081,  Lng: -82.922439),  Route carried "on" structure: Interstate 670,  Year Built: 1990,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 56,156 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 77,945 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR670W O RD F APT-IR670W
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 14.565,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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: 2518023,  Location: 1.39 MI W OF IR270 (Lat: 40.002150,  Lng: -82.922319),  Route carried "on" structure: Interstate 670,  Year Built: 1990,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 56,156 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 77,945 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR-670E OVR RD F ARP-670
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.565,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: 2518058,  Location: 1.34 MI W OF IR270 (Lat: 40.001439,  Lng: -82.920761),  Route carried "on" structure: County highway C0377,  Year Built: 1990,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 6,745 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 155,761 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-670 RAMP F,  Facility Carried by Structure: JOHNSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.049,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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,  Underclear: Meets minimum limits,  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: 2518066,  Location: 0.04 MI W OF STELZER RD. (Lat: 40.000181,  Lng: -82.914739),  Route carried "on" structure: Ramp Interstate 670,  Year Built: 2009,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 9,390 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,033 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: RAMP G1 FROM STELZER RD.,  Facility Carried by Structure: RAMP FROM AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.870,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.5m (149.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 2518074,  Location: AT AIRPORT ENTRANCE (Lat: 39.999731,  Lng: -82.913061),  Route carried "on" structure: Interstate 670,  Year Built: 2009,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 75,912 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 105,366 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER STELZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 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: 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2518082,  Location: AT AIRPORT ENTRANCE (Lat: 39.999531,  Lng: -82.913111),  Route carried "on" structure: Interstate 670,  Year Built: 2009,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 75,912 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 105,366 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER STELZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.3 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2518112,  Location: 0.75 MI E OF IR270 (Lat: 40.007511,  Lng: -82.912589),  Route carried "on" structure: Interstate 670,  Year Built: 1972,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 112,311 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 155,888 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER STELZER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.595,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 35.6 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: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2518732,  Location: 1500 ft east of 4th St (Lat: 39.954089,  Lng: -82.989289),  Route carried "on" structure: City street Grant,  Year Built: 2018,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,400 (year 2030),  Design Load: HL 93,  Features Intersected: I70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.432,  Lanes on structure: 4,  Lanes under structure: 8,  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: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 58.3 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2518929,  Location: 0.52 Mile south of US-40 (Lat: 39.956469,  Lng: -82.984319),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 2015,  Status: Open,  Structure Length: 31.67m (103.90ft),  Average Daily Traffic: 7,597 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,545 (year 2037),  Features Intersected: RAMP(P2) OV,P4,P5,PARSON,  Facility Carried by Structure: WB Mound St off Rp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.317,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 253,  Location: EAST OF R.N.A (Lat: 39.991769,  Lng: -82.810669),  Route carried "on" structure: County highway T2949,  Year Built: 1998,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 4,869 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,869 (year 2035),  Design Load: HS 15,  Features Intersected: BLACKLICK CREEK (BLK RID,  Facility Carried by Structure: BLACKLIK RIDGE BLV
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.3m (132.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 94.0 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2530112,  Location: JUST EAST OF HAGUE AVE (Lat: 39.972031,  Lng: -83.080131),  Route carried "on" structure: County highway C0022,  Year Built: 2013,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 14,957 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,760 (year 2035),  Design Load: HL 93,  Features Intersected: DRY RUN(FISHER RD),  Facility Carried by Structure: FISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.748,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2530163,  Location: 0.6 MI WEST OF S.R.3 (Lat: 39.934381,  Lng: -83.058419),  Route carried "on" structure: County highway C0252,  Year Built: 1965,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,082 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,382 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: EARLY RUN (EAKIN),  Facility Carried by Structure: EAKIN RD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.8 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2530295,  Location: .7 MI. SOUTH OF U.S. 33 (Lat: 39.966039,  Lng: -83.046961),  Route carried "on" structure: County highway C0073,  Year Built: 1968,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 7,813 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,844 (year 2035),  Design Load: HS 20,  Features Intersected: SCIOTO RIVER (GRANDVIEW),  Facility Carried by Structure: GRANDVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: 42.1 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2530309,  Location: 0.3 MI WEST OF U.S. 33 (Lat: 39.997431,  Lng: -83.079381),  Route carried "on" structure: County highway C0027,  Year Built: 1973,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 19,834 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,530 (year 2035),  Design Load: HS 20,  Features Intersected: SCIOTO RIVER (TRABUE),  Facility Carried by Structure: TRABUE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.333,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2530341,  Location: 0.4 MI NORTH OF ROHR RD (Lat: 39.849900,  Lng: -82.971119),  Route carried "on" structure: County highway C0013,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 5,638 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,826 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BIG WALNUT (LOCKBOURNE),  Facility Carried by Structure: LOCKBOURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.375,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 42.1 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2530562,  Location: 0.1 MI SOUTH OF BROAD ST (Lat: 39.982089,  Lng: -82.813761),  Route carried "on" structure: County highway C0006,  Year Built: 1940,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 12,909 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,918 (year 2035),  Design Load: HS 20,  Features Intersected: BLACKLICK CR(RNA),  Facility Carried by Structure: REYN-NEW ALBANY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 84.2 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: 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

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Structure Number: 2530716,  Location: 0.5 MI EAST OF HAMILTON (Lat: 39.914981,  Lng: -82.870731),  Route carried "on" structure: County highway C0014,  Year Built: 1968,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 26,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,798 (year 2035),  Design Load: HS 15,  Features Intersected: BIG WALNUT CR (REFUGEE),  Facility Carried by Structure: REFUGEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.640,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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 or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  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: Integral Concrete