Bridge Statistics for Milton, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6A009,  Location: 0.01 MI SOUTH OF CR 18 (Lat: 38.480161,  Lng: -82.199200),  Route carried "on" structure: County highway 111,  Year Built: 1989,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CABELL CREEK,  Facility Carried by Structure: CR 1/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.934,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A021,  Location: 0.24 MI SOUTH OF CR 9/2 (Lat: 38.443350,  Lng: -82.162131),  Route carried "on" structure: County highway 900,  Year Built: 1931,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,905 (year 2039),  Features Intersected: MILL CREEK,  Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $145,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A022,  Location: 0.04 MI SOUTH OF CR 18 (Lat: 38.460061,  Lng: -82.167900),  Route carried "on" structure: County highway 900,  Year Built: 1931,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 635 (year 2039),  Features Intersected: LOWER CREEK,  Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $145,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A036,  Location: 1.67 MI.N. OF US 60 (Lat: 38.456289,  Lng: -82.131211),  Route carried "on" structure: County highway 1500,  Year Built: 1987,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,294 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A037,  Location: 0.01 MI SOUTH OF CR 9 (Lat: 38.481539,  Lng: -82.150189),  Route carried "on" structure: County highway 1500,  Year Built: 1922,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,397 (year 2038),  Features Intersected: RIGHT FORK OF LOWER CRK,  Facility Carried by Structure: CR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.309,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $140,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A038,  Location: 0.64 MI SOUTH OF CR 16/1 (Lat: 38.442050,  Lng: -82.091361),  Route carried "on" structure: County highway 1600,  Year Built: 1950,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 424 (year 2040),  Features Intersected: KILGORE CREEK,  Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $140,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A06,  Location: 0.01 MI SOUTH OF CR 25/2 (Lat: 38.423939,  Lng: -82.122511),  Route carried "on" structure: County highway 2500,  Year Built: 1990,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 1,912 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,428 (year 2039),  Design Load: HS 20,  Features Intersected: MUD RIVER,  Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $250,000 ( Estimate for 2017),  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: 6A063,  Location: 0.18 MI SOUTH OF US 60 (Lat: 38.432211,  Lng: -82.133400),  Route carried "on" structure: County highway 2507,  Year Built: 1976,  Status: Open,  Structure Length: 12.88m (42.26ft),  Average Daily Traffic: 4,174 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,301 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MUD RIVER,  Facility Carried by Structure: CR 25/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.89m (42.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $846,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,056,000 ( Estimate for 2018),  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: 6A071,  Location: 0.04 MI SOUTH OF CR 34 (Lat: 38.396411,  Lng: -82.177239),  Route carried "on" structure: County highway 2900,  Year Built: 1929,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 762 (year 2038),  Features Intersected: FUDGES CREEK,  Facility Carried by Structure: CR 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.123,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $150,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A074,  Location: 0.02 MI. S. OF CR 29 (Lat: 38.399619,  Lng: -82.200039),  Route carried "on" structure: County highway 2902,  Year Built: 1987,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 30 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 33 (year 2039),  Design Load: HS 20,  Features Intersected: FUDGES CREEK,  Facility Carried by Structure: CR 29/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000 ( Estimate for 2017),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A123,  Location: 0.17 MI EAST OF CR 60/13 (Lat: 38.431061,  Lng: -82.159039),  Route carried "on" structure: US 6000,  Year Built: 1989,  Status: Open,  Structure Length: 12.43m (40.78ft),  Average Daily Traffic: 7,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,010 (year 2038),  Design Load: HS 20,  Features Intersected: MUD RIVER & CSX RAILROAD,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A126,  Location: 0.04 MI NORTH OF CR 60/91 (Lat: 38.434331,  Lng: -82.176719),  Route carried "on" structure: County highway 6028,  Year Built: 1960,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 377 (year 2038),  Design Load: H 20,  Features Intersected: Interstate 64,  Facility Carried by Structure: CR 60/28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $439,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $568,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 6A157,  Location: 1.16 MI EAST OF CR 16 (Lat: 38.430150,  Lng: -82.104631),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 18,454 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,419 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 16,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.140,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A202,  Location: 1.16 MI EAST OF CR 13 (Lat: 38.430281,  Lng: -82.104419),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 18,454 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,419 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 16,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.140,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 6A212,  Location: 0.08 MI WEST OF CR 60/10 (Lat: 38.428111,  Lng: -82.202761),  Route carried "on" structure: US 6000,  Year Built: 1954,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,500 (year 2038),  Features Intersected: FUDGES CREEK,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2020)

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Structure Number: 6A219,  Location: 0.01 MI EAST OF CR 29 (Lat: 38.395850,  Lng: -82.187319),  Route carried "on" structure: County highway 2903,  Year Built: 1994,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 61 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FUDGES CREEK,  Facility Carried by Structure: CR 29/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A225,  Location: 0.01 MILE WEST OF CR 9 (Lat: 38.452050,  Lng: -82.168411),  Route carried "on" structure: County highway 2100,  Year Built: 1996,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 381 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: LOWER CREEK,  Facility Carried by Structure: CR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A231,  Location: 2.02 MI. W. OF CR 13 EXIT (Lat: 38.436550,  Lng: -82.163219),  Route carried "on" structure: Interstate 6400,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 13.76m (45.14ft),  Average Daily Traffic: 18,988 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,242 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX RR & MUD RIVER,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.572,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  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: 6A232,  Location: 1.06 MI. WEST OF CR 13 (Lat: 38.440289,  Lng: -82.141139),  Route carried "on" structure: Interstate 6400,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,750 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,795 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: COUNTY RT. 9,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.567,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,550,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A233,  Location: 0.44 MI. WEST OF CR 13 (Lat: 38.441539,  Lng: -82.130081),  Route carried "on" structure: Interstate 6400,  Year Built: 1996,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 16,750 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,795 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: County Route 15,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.565,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Cathodic Protection

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Structure Number: 6A234,  Location: 2.02 MI. W. OF CR 13 ENTR (Lat: 38.436719,  Lng: -82.163289),  Route carried "on" structure: Interstate 6400,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 13.76m (45.14ft),  Average Daily Traffic: 18,988 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,242 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD & MUD RIVER,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.572,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  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: 6A235,  Location: 1.06 MI. WEST OF CR 13 (Lat: 38.440431,  Lng: -82.141350),  Route carried "on" structure: Interstate 6400,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,750 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,795 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: COUNTY RT. 9,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.567,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A236,  Location: 0.44 MI. WEST OF CR 13 (Lat: 38.441719,  Lng: -82.130081),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 16,750 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,795 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: COUNTY ROUTE 15,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.565,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A242,  Location: 1.75 MI. E. OF CR 60/89 (Lat: 38.429539,  Lng: -82.225900),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 11.39m (37.37ft),  Average Daily Traffic: 33,750 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,975 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER & CO 1,  Facility Carried by Structure: I64 (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.003,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A243,  Location: 1.75 MI. EAST OF CR 60/89 (Lat: 38.429689,  Lng: -82.225989),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 33,750 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,975 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER & C.R.1,  Facility Carried by Structure: I64 (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.003,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A246,  Location: 3.02 MI. EAST OF CR 60/89 (Lat: 38.430919,  Lng: -82.203419),  Route carried "on" structure: Interstate 6400,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 18,300 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,476 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 60/29,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.047,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A247,  Location: 3.02 MI. EAST OF CR 60/89 (Lat: 38.431119,  Lng: -82.203489),  Route carried "on" structure: Interstate 6400,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 18,300 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,182 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 60/29,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.047,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A248,  Location: 3.23 MI. WEST OF CR 13 (Lat: 38.432511,  Lng: -82.186931),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 18,988 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,242 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: County Route 23,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.479,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A249,  Location: 3.23 MI. WEST OF CR 13 (Lat: 38.432689,  Lng: -82.186939),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 18,988 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,242 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: county route 23,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.479,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A252,  Location: 0.04 MILE SOUTH OF 16/1 (Lat: 38.449339,  Lng: -82.087750),  Route carried "on" structure: County highway 1600,  Year Built: 1998,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 508 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: KILGORE CREEK,  Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A27,  Location: 0.31 MI EAST OF CR 60/39 (Lat: 38.417869,  Lng: -82.104481),  Route carried "on" structure: County highway 2501,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 605 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDIAN FORK,  Facility Carried by Structure: COUNTY ROUTE 25/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 6A279,  Location: 0.99 MILES EAST OF C R 13 (Lat: 38.428981,  Lng: -82.102319),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 39,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 43,836 (year 2039),  Features Intersected: KILGORE CREEK,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.430,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6A281,  Location: 2.88 MILES E OF CR 60/89 (Lat: 38.431100,  Lng: -82.206231),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 39,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 83,836 (year 2039),  Features Intersected: FUDGES CREEK,  Facility Carried by Structure: I64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.822,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Culverts: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6A282,  Location: 0.18 MILES SOUTH OF CR 21 (Lat: 38.443561,  Lng: -82.189989),  Route carried "on" structure: County highway 2300,  Year Built: 2007,  Status: Open,  Structure Length: 9.77m (32.05ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,667 (year 2038),  Design Load: HL 93,  Features Intersected: MUD RIVER,  Facility Carried by Structure: COUNTY ROUTE 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.3m (158.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2018,  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: 6A288,  Location: 0.44 MILES EAST OF C R 13 (Lat: 38.439361,  Lng: -82.122589),  Route carried "on" structure: Interstate 6400,  Year Built: 2008,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 27,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,753 (year 2040),  Design Load: HL 93,  Features Intersected: County Route 13,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.273,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A062,  Location: 0.03 MI NORTH OF CR 25/9 (Lat: 38.423231,  Lng: -82.123600),  Route carried "under" structure: County highway 2502,  Year Built: 1909,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 8%,  Features Intersected: COUNTY RT. 25/2,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 8.59m (28.18ft),  Kilometerpoint: 7.033,  Lanes under structure: 1,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 6A082,  Location: 0.01 MI EAST OF CR 34/5 (Lat: 38.429089,  Lng: -82.153700),  Route carried "under" structure: County highway 3400,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 8%,  Features Intersected: COUNTY ROUTE 34,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 6.341,  Lanes under structure: 1,  Length of Maximum Span: 4.9m (16.1ft)

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Structure Number: 6A083,  Location: 0.35 MI WEST OF CR 34 (Lat: 38.429119,  Lng: -82.146000),  Route carried "under" structure: County highway 3400,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 8%,  Features Intersected: COUNTY ROUTE 34,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.30m (10.83ft),  Kilometerpoint: 7.580,  Lanes under structure: 1,  Length of Maximum Span: 4.5m (14.8ft)

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Structure Number: 6A126,  Location: 0.04 MI NORTH OF CR 60/91 (Lat: 38.434331,  Lng: -82.176719),  Route carried "under" structure: Interstate 6400,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,250 (year 0007),  Truck Traffic: 21%,  Features Intersected: Interstate 64,  Facility Carried by Structure: CR 60/28
Minimum Vertical Clearance: 8.97m (29.43ft),  Kilometerpoint: 39.429,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 6A157,  Location: 1.16 MI EAST OF CR 16 (Lat: 38.430150,  Lng: -82.104631),  Route carried "under" structure: County highway 1600,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 0006),  Truck Traffic: 4%,  Features Intersected: COUNTY ROUTE 16,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 6A202,  Location: 1.16 MI EAST OF CR 13 (Lat: 38.430281,  Lng: -82.104419),  Route carried "under" structure: County highway 1600,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 0006),  Truck Traffic: 4%,  Features Intersected: COUNTY ROUTE 16,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 6A232,  Location: 1.06 MI. WEST OF CR 13 (Lat: 38.440289,  Lng: -82.141139),  Route carried "under" structure: County highway 900,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 0008),  Truck Traffic: 4%,  Features Intersected: COUNTY RT. 9,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 9.55m (31.33ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 6A233,  Location: 0.44 MI. WEST OF CR 13 (Lat: 38.441622,  Lng: -82.130056),  Route carried "under" structure: County highway 1500,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,700 (year 0006),  Truck Traffic: 4%,  Features Intersected: County Route 15,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 12.29m (40.32ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 6A235,  Location: 1.06 MI. WEST OF CR 13 (Lat: 38.440431,  Lng: -82.141350),  Route carried "under" structure: County highway 9000,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 0008),  Truck Traffic: 4%,  Features Intersected: COUNTY RT. 9,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 9.55m (31.33ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 32.6m (107.0ft)