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

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Structure Number: 6A046,  Location: 0.01 MI NORTH OF US 60 (Lat: 38.415000,  Lng: -82.290000),  Route carried "on" structure: County highway 1900,  Year Built: 1979,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 13,500 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,145 (year 2024),  Design Load: HS 25,  Features Intersected: MUD RIVER,  Facility Carried by Structure: CR 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 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: 28.7m (94.2ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A128,  Location: 0.20 MI WEST OF CR 60/9 (Lat: 38.410000,  Lng: -82.296667),  Route carried "on" structure: County highway 6005,  Year Built: 1983,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 9,500 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,065 (year 2024),  Design Load: HS 20,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: CR 60/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 6A145,  Location: 1.69 MILES EAST OF CR 19 (Lat: 38.416667,  Lng: -82.260000),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 18,350 (year 2004),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,259 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 60/19,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.713,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $200,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A189,  Location: 1.44 MI WEST OF CR 60/89 (Lat: 38.416667,  Lng: -82.290000),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 40,040 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MERRICK CK & CR 19,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.994,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 32.6m (107.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A192,  Location: 1.69 MI EAST OF CR 19 (Lat: 38.416667,  Lng: -82.260000),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 18,350 (year 2004),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,259 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 60/89,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.713,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 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: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $200,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A216,  Location: 0.08 MILE WEST OF CR 60/9 (Lat: 38.415000,  Lng: -82.296667),  Route carried "on" structure: US 6000,  Year Built: 1995,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 22,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,800 (year 2024),  Design Load: HS 25,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.630,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  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: 6A25,  Location: 0.01 MILE SOUTH OF US 60 (Lat: 38.281667,  Lng: -82.315000),  Route carried "on" structure: County highway 6488,  Year Built: 1998,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 80 (year 2004),  Average Future Daily Traffic: 100 (year 2024),  Design Load: HS 25,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: CR 64/88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 6A254,  Location: 0.01 MILE NORTH OF US 60 (Lat: 38.400000,  Lng: -82.281667),  Route carried "on" structure: County highway 16004,  Year Built: 1977,  Status: Posted for load,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 200 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 254 (year 2021),  Features Intersected: MUD RIVER,  Facility Carried by Structure: CR 160/4
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 0.016,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6A255,  Location: 0.01 MILE NORTH OF US 60 (Lat: 38.425000,  Lng: -82.270000),  Route carried "on" structure: County highway 16018,  Year Built: 1999,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,350 (year 2024),  Design Load: HS 25,  Features Intersected: I 64,  Facility Carried by Structure: CR 160/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  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: 6A275,  Location: 0.02 MILES W. OF WV 193 (Lat: 38.416667,  Lng: -82.290000),  Route carried "on" structure: Interstate 6400,  Year Built: 2000,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,000 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,000 (year 2022),  Design Load: HS 20,  Features Intersected: MERRICK CREEK,  Facility Carried by Structure: I64 ACCESS RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.026,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Excellent,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 6A047,  Location: 0.25 MI SOUTH OF CR 19 (Lat: 38.416667,  Lng: -82.293333),  Route carried "under" structure: County highway 2600,  Year Built: 1904,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,700 (year 2001),  Truck Traffic: 4%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.75m (12.30ft),  Kilometerpoint: 7.546,  Lanes under structure: 2,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 6A121,  Location: 0.02 MI EAST OF CR 60/9 (Lat: 38.416667,  Lng: -82.323333),  Route carried "under" structure: US 6000,  Year Built: 1904,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 4%,  Features Intersected: US 60,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 19.791,  Lanes under structure: 2,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 6A127,  Location: 0.01 MI WEST OF US 60 (Lat: 38.405000,  Lng: -82.283333),  Route carried "under" structure: County highway 6005,  Year Built: 1906,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,000 (year 2001),  Truck Traffic: 4%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 4.795,  Lanes under structure: 2,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 6A145,  Location: 1.69 MILES EAST OF CR 19 (Lat: 38.416667,  Lng: -82.260000),  Route carried "under" structure: County highway 6089,  Year Built: 1958,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 6A174,  Location: 0.24 MI EAST OF CR 60/5 (Lat: 38.406667,  Lng: -82.295000),  Route carried "under" structure: County highway 3100,  Year Built: 1928,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,200 (year 2002),  Truck Traffic: 4%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.55m (11.65ft),  Kilometerpoint: 0.386,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 6A189,  Location: 1.44 MI WEST OF CR 60/89 (Lat: 38.416667,  Lng: -82.290000),  Route carried "under" structure: County highway 1900,  Year Built: 1959,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 9,700 (year 2004),  Truck Traffic: 4%,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 92.7m (304.1ft)

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Structure Number: 6A192,  Location: 1.69 MI EAST OF CR 19 (Lat: 38.416667,  Lng: -82.260000),  Route carried "under" structure: County highway 6089,  Year Built: 1958,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 6A211,  Location: 0.05 MI EAST OF US 60 (Lat: 38.405000,  Lng: -82.270000),  Route carried "under" structure: County highway 6008,  Year Built: 1907,  Structure Length: 0.49m (1.61ft),  Average Daily Traffic: 50 (year 2002),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 2.43m (7.97ft),  Kilometerpoint: 0.008,  Lanes under structure: 1,  Length of Maximum Span: 4.9m (16.1ft)

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Structure Number: 6A255,  Location: 0.01 MILE NORTH OF US 60 (Lat: 38.425000,  Lng: -82.270000),  Route carried "under" structure: Interstate 6400,  Year Built: 1999,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 17,750 (year 2004),  Truck Traffic: 21%,  Features Intersected: CR 160/18,  Facility Carried by Structure: CR 160/18
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 31.729,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 123.1m (403.9ft)