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

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Structure Number: 6A278,  Location: 0.38 MILES WEST OF US 60 (Lat: 38.409500,  Lng: -82.353269),  Route carried "on" structure: Interstate 6400,  Year Built: 2006,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 21,000 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 32,340 (year 2038),  Design Load: HL 93,  Features Intersected: CO RT 60/2 DARNELL RD,  Facility Carried by Structure: INTERSTATE 64 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.724,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 6A285,  Location: 0.17.MILES WEST OF US 52 (Lat: 38.401089,  Lng: -82.482911),  Route carried "on" structure: Interstate 6400,  Year Built: 2007,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,166 (year 2040),  Design Load: HL 93,  Features Intersected: 19TH STREET,  Facility Carried by Structure: INTERSTATE 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 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: 6A286,  Location: 0.17 MILE WEST OF U S 52 (Lat: 38.401269,  Lng: -82.482950),  Route carried "on" structure: Interstate 6400,  Year Built: 2007,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,166 (year 2040),  Design Load: HL 93,  Features Intersected: 19TH STREET,  Facility Carried by Structure: INTERSTATE 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 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: 6A294,  Location: 2.74 miles east of WV 152 (Lat: 38.392911,  Lng: -82.406911),  Route carried "on" structure: Interstate 6400,  Year Built: 2010,  Status: Open,  Structure Length: 18.42m (60.43ft),  Average Daily Traffic: 24,032 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 37,010 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WV 10; FOUR POLE CREEK,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.590,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A296,  Location: 2.74 miles east of WV 152 (Lat: 38.392911,  Lng: -82.406911),  Route carried "on" structure: Interstate 6400,  Year Built: 2010,  Status: Open,  Structure Length: 20.15m (66.11ft),  Average Daily Traffic: 24,032 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 37,010 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WV 10; FOUR POLE CREEK,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.590,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A299,  Location: 0.08 MILE EAST OF WV 2 (Lat: 38.428219,  Lng: -82.391539),  Route carried "on" structure: State highway 200,  Year Built: 2012,  Status: Open,  Structure Length: 14.11m (46.29ft),  Average Daily Traffic: 7,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,125 (year 2038),  Design Load: HL 93,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: WV 2 TRUCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 14.11m (46.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $6,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $7,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A301,  Location: 0.78 MI WEST OF CR 60/2 (Lat: 38.405950,  Lng: -82.365731),  Route carried "on" structure: Interstate 6400,  Year Built: 2014,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 42,325 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 65,181 (year 2039),  Design Load: HL 93,  Features Intersected: CEDAR CREST DRIVE,  Facility Carried by Structure: Interstate 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.469,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum 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: January 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: 6A307,  Location: 0.01 MILE WEST OF WV 10 (Lat: 38.393419,  Lng: -82.407181),  Route carried "on" structure: Ramp Interstate 6400,  Year Built: 2014,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,738 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,756 (year 2040),  Design Load: HL 93,  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: I 64 WB ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.574,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A308,  Location: 0.01 miles west of WV 10 (Lat: 38.392639,  Lng: -82.404081),  Route carried "on" structure: Ramp Interstate 6400,  Year Built: 2014,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,815 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,207 (year 2038),  Design Load: HL 93,  Features Intersected: Four Pole Creek,  Facility Carried by Structure: I64 EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6A311,  Location: 1.73 MI WEST OF WV 152 (Lat: 38.401561,  Lng: -82.480081),  Route carried "on" structure: Interstate 6400,  Year Built: 2017,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 18,700 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,741 (year 2039),  Design Load: HL 93,  Features Intersected: US 52,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.429,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $3,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A312,  Location: 1.73 MI WEST OF WV 152 (Lat: 38.401769,  Lng: -82.480081),  Route carried "on" structure: Interstate 6400,  Year Built: 2017,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 18,700 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,019 (year 2039),  Design Load: HL 93,  Features Intersected: US 52,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.380,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $3,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A315,  Location: 0.16 MI SOUTH OF WV 527 (Lat: 38.394031,  Lng: -82.452369),  Route carried "on" structure: State highway 15200,  Year Built: 2018,  Status: Open,  Structure Length: 10.62m (34.84ft),  Average Daily Traffic: 15,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,087 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: WV ROUTE 152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A317,  Location: 0.02 MI WEST OF WV 10 (Lat: 38.387539,  Lng: -82.392500),  Route carried "on" structure: County highway 3900,  Year Built: 2019,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,196 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,518 (year 2039),  Design Load: HL 93,  Features Intersected: Grapevine Branch,  Facility Carried by Structure: County Road 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6A326,  Location: 0.25 MI North of CR 35 (Lat: 38.386461,  Lng: -82.382039),  Route carried "on" structure: State highway 10,  Year Built: 2020,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: Grapevine Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A327,  Location: 0.30 Miles North of CO 35 (Lat: 38.386439,  Lng: -82.382881),  Route carried "on" structure: State highway 1000,  Year Built: 2020,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: Grapevine Branch,  Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.772,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A901,  Location: 0.03 MI N OF FERGUSON CT (Lat: 38.401589,  Lng: -82.426369),  Route carried "on" structure: City street N0760,  Year Built: 1949,  Status: Posted for load,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 762 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: WILSON COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $347,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A902,  Location: 0.01 MI S OF WASH. BLVD (Lat: 38.407469,  Lng: -82.434619),  Route carried "on" structure: City street N0760,  Year Built: 1927,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,178 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Superstructure: Poor,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $20,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A905,  Location: 0.01 MI SOUTH OF MEM. BLV (Lat: 38.405981,  Lng: -82.463461),  Route carried "on" structure: City street N0760,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 539 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: BEECHWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal 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: 11.7m (38.4ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other

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Structure Number: 6A906,  Location: 0.01 MI S. OF WASH. BLVD. (Lat: 38.403919,  Lng: -82.430189),  Route carried "on" structure: City street N0760,  Year Built: 1949,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 2,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,783 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: ENSLOW BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $502,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A907,  Location: 0.85 MI WEST OF US 52 (Lat: 38.403981,  Lng: -82.496961),  Route carried "on" structure: City street N0760,  Year Built: 1928,  Status: Posted for load,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,259 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $43,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A911,  Location: 0.02 MI N. OF FERGUSON CT (Lat: 38.401469,  Lng: -82.426281),  Route carried "on" structure: City street N0760,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 647 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: WILSON COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $200,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A912,  Location: 0.01 MI SOUTH OF MEM BLVD (Lat: 38.406381,  Lng: -82.459939),  Route carried "on" structure: City street N0760,  Year Built: 1921,  Status: Posted for load,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,400 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,780 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: WEST FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $1,188,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,580,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A913,  Location: 0.03 MI SOUTH OF MEM. BLV (Lat: 38.403939,  Lng: -82.478350),  Route carried "on" structure: City street N0760,  Year Built: 1925,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,452 (year 2039),  Features Intersected: FOURPOLE CREEK,  Facility Carried by Structure: HARVEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $373,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A01,  Location: 0.08 MI SOUTH OF WV 75 (Lat: 38.354681,  Lng: -82.509200),  Route carried "on" structure: County highway 700,  Year Built: 1978,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,150 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,223 (year 2039),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $237,000 ( Estimate for 2015),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A082,  Location: 0.56 MI WEST OF CR 6/1 (Lat: 38.374800,  Lng: -82.501600),  Route carried "on" structure: County highway 600,  Year Built: 1979,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 528 (year 2040),  Design Load: HS 20,  Features Intersected: BOBS BRANCH,  Facility Carried by Structure: CR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $97,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A143,  Location: 2.03 MILE WEST OF US 52 (Lat: 38.395531,  Lng: -82.515811),  Route carried "on" structure: Interstate 6400,  Year Built: 1993,  Status: Open,  Structure Length: 21.39m (70.18ft),  Average Daily Traffic: 21,800 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 31,174 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COUNTY ROUTE 7,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50A149,  Location: 0.03 MI EAST OF CR 7 (Lat: 38.355589,  Lng: -82.508519),  Route carried "on" structure: State highway 7500,  Year Built: 1980,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,472 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TWELVEPOLE CREEK,  Facility Carried by Structure: WV ROUTE 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 24.1m (79.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 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: 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: 50A16,  Location: 2.03 MILE WEST OF US 52 (Lat: 38.395711,  Lng: -82.515850),  Route carried "on" structure: Interstate 6400,  Year Built: 1993,  Status: Open,  Structure Length: 21.39m (70.18ft),  Average Daily Traffic: 21,800 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 31,174 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COUNTY ROUTE 7,  Facility Carried by Structure: I 64 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50A162,  Location: 0.08 MI EAST OF CR 6 (Lat: 38.372500,  Lng: -82.505500),  Route carried "on" structure: County highway 602,  Year Built: 1988,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 70 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 92 (year 2040),  Design Load: HS 20,  Features Intersected: BOBS BRANCH,  Facility Carried by Structure: CR 6/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50A18,  Location: 0.23 MILE SOUTH OF US 60 (Lat: 38.396611,  Lng: -82.516450),  Route carried "on" structure: County highway 700,  Year Built: 1998,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 9,900 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,246 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CR 60/3 & CSX RR,  Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.364,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 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: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50A21,  Location: 1.17 MILE WEST OF US 52 (Lat: 38.397469,  Lng: -82.500231),  Route carried "on" structure: Interstate 6400,  Year Built: 2005,  Status: Open,  Structure Length: 17.96m (58.92ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,579 (year 2040),  Design Load: HL 93,  Features Intersected: EDGEWOOD DRIVE,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.513,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 50A211,  Location: 1.17 MILE WEST OF US 52 (Lat: 38.397650,  Lng: -82.500319),  Route carried "on" structure: Interstate 6400,  Year Built: 2005,  Status: Open,  Structure Length: 17.96m (58.92ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,579 (year 2040),  Design Load: HL 93,  Features Intersected: EDGEWOOD DRIVE,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.513,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal 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: September 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: 6A031,  Location: 0.28 MI SOUTH OF US 60 (Lat: 38.417819,  Lng: -82.430439),  Route carried "under" structure: State highway 1000,  Year Built: 1894,  Structure Length: 0. m,  Average Daily Traffic: 20,637 (year 2019),  Truck Traffic: 4%,  Features Intersected: WV 10,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 29.177,  Lanes under structure: 4,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 6A09,  Location: 0.27 MI SOUTH OF CR 52/1 (Lat: 38.391289,  Lng: -82.428589),  Route carried "under" structure: Interstate 6400,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 0007),  Truck Traffic: 21%,  Features Intersected: I 64,  Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 25.91m (85.01ft),  Kilometerpoint: 15.321,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 49.8m (163.4ft)

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Structure Number: 6A113,  Location: 0.15 MI SOUTH OF US 60 E (Lat: 38.415511,  Lng: -82.444161),  Route carried "under" structure: State highway 52700,  Year Built: 1912,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2020),  Truck Traffic: 3%,  Features Intersected: WV 527,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 1.609,  Lanes under structure: 4,  Length of Maximum Span: 14.7m (48.2ft)

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Structure Number: 6A131,  Location: 0.47 MI WEST OF US 52 (Lat: 38.400558,  Lng: -82.486278),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 0098),  Features Intersected: west, east & cookschool,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 16.61m (54.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 6A131,  Location: 0.47 MI WEST OF US 52 (Lat: 38.400525,  Lng: -82.486981),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0098),  Features Intersected: west, east & cookschool,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 25.30m (83.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 6A131,  Location: 0.47 MI WEST OF US 52 (Lat: 38.400353,  Lng: -82.487778),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0098),  Features Intersected: west, east & cookschool,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 6A134,  Location: 0.72 MI EAST OF US 52 (Lat: 38.397214,  Lng: -82.468142),  Route carried "under" structure: County highway 5208,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 0006),  Truck Traffic: 4%,  Features Intersected: CR 52/8 AND MEDLEY FORK,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 23.24m (76.25ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 6A135,  Location: 0.30 MI WEST OF CR 37 (Lat: 38.388419,  Lng: -82.435519),  Route carried "under" structure: County highway 5206,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0009),  Features Intersected: County Route 52/6,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 13.41m (44.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 6A163,  Location: 0.29 MI. N. OF I-64 (Lat: 38.403969,  Lng: -82.480689),  Route carried "under" structure: County highway 6070,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 0007),  Truck Traffic: 4%,  Features Intersected: FOUR POLE CK,CSX,CITY ST,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6A164,  Location: 0.57 MI. N. OF I-64 (Lat: 38.408269,  Lng: -82.482531),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 0007),  Truck Traffic: 4%,  Features Intersected: MADISON AVE.,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 6A165,  Location: 0.70 MI. N. OF I-64 (Lat: 38.409269,  Lng: -82.482950),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 0098),  Truck Traffic: 17%,  Features Intersected: JEFFERSON AVENUE,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 6A165,  Location: 0.70 MI. N. OF I-64 (Lat: 38.409269,  Lng: -82.482950),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 0098),  Truck Traffic: 4%,  Features Intersected: JEFFERSON AVENUE,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 6A166,  Location: 0.78 MI NORTH OF I-64 (Lat: 38.410861,  Lng: -82.483650),  Route carried "under" structure: US 6000,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 0007),  Truck Traffic: 4%,  Features Intersected: US 60,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.7m (51.5ft)

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Structure Number: 6A167,  Location: 0.85 MI NORTH OF I-64 (Lat: 38.411911,  Lng: -82.484089),  Route carried "under" structure: US 5200,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 0007),  Truck Traffic: 4%,  Features Intersected: US 60,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 20.2m (66.3ft)

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Structure Number: 6A173,  Location: 0.42 MI SOUTH OF CR 26/1 (Lat: 38.418611,  Lng: -82.354439),  Route carried "under" structure: County highway 2600,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 8%,  Features Intersected: COUNTY ROUTE 26,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 2.74m (8.99ft),  Kilometerpoint: 1.320,  Lanes under structure: 1,  Length of Maximum Span: 4.1m (13.5ft)

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Structure Number: 6A178,  Location: 0.47 MI WEST OF US 52 (Lat: 38.400353,  Lng: -82.487778),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0095),  Features Intersected: West, East, and Cook Rds,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 48.8m (160.1ft)