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

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Structure Number: 20A29,  Location: 0.03 MI S OF CR 11 (Lat: 38.309550,  Lng: -81.728019),  Route carried "on" structure: State highway 214,  Year Built: 1932,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 915 (year 2038),  Features Intersected: TRACE FK OF DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to 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: Bituminous

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Structure Number: 20A337,  Location: 0.10 MI N OF JCT US 60 (Lat: 38.355431,  Lng: -81.736761),  Route carried "on" structure: County highway 2547,  Year Built: 1953,  Status: Posted for load,  Structure Length: 42.22m (138.52ft),  Average Daily Traffic: 18,959 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,001 (year 2035),  Design Load: HS 20,  Features Intersected: 10TH st.,US Rt 60, Kan R,  Facility Carried by Structure: CR 25/47
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 193.2m (633.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 53.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 42.18m (138.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,850,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $12,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A338,  Location: 0.12 MI E OF US 60 (Lat: 38.358061,  Lng: -81.715639),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1973,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 12,418 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,372 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.583,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 29 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: 18.1m (59.4ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $650,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A339,  Location: 0.14 MI E OF WV 601 (Lat: 38.361131,  Lng: -81.715281),  Route carried "on" structure: US 60,  Year Built: 1973,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 13,600 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,592 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.202,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $850,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A365,  Location: 0.15 MI S OF US 60 (Lat: 38.366661,  Lng: -81.687111),  Route carried "on" structure: County highway 6064,  Year Built: 1974,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,436 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SECOND AVENUE,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.56m (14.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $800,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A367,  Location: 0.20 MI S OF US 60 (Lat: 38.365619,  Lng: -81.687181),  Route carried "on" structure: County highway 6064,  Year Built: 1974,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,436 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 60/64,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A369,  Location: 0.25 MI S OF US 60 (Lat: 38.364650,  Lng: -81.686761),  Route carried "on" structure: County highway 6064,  Year Built: 1974,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 9,800 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,956 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-64 EB & WB,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2020,  Bridge Improvement Cost: $850,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $950,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A373,  Location: 0.03 MI W OF CR 61/12 (Lat: 38.360481,  Lng: -81.697739),  Route carried "on" structure: Ramp County highway 6113,  Year Built: 1973,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,419 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-64 EB & WB,  Facility Carried by Structure: COUNTY ROUTE 61/13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 6,  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: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $825,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A387,  Location: 0.85 MI E OF CR 25/25 (Lat: 38.361969,  Lng: -81.718461),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 72.63m (238.29ft),  Average Daily Traffic: 36,490 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 63,858 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US60,WV25,KAN RV,N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.730,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 128.0m (419.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: December 2018,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A389,  Location: 1.53 MI E OF CR 25/25 (Lat: 38.360000,  Lng: -81.711700),  Route carried "on" structure: Interstate 64,  Year Built: 1973,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 63,100 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 98,436 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.792,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 33 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: 35.4m (116.1ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A393,  Location: 1.49 MI E OF US 60 (Lat: 38.363469,  Lng: -81.691439),  Route carried "on" structure: Interstate 64,  Year Built: 1973,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 62,800 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 97,968 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.788,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 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: 21.3m (69.9ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 5.72m (18.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A566,  Location: 0.01 MI N OF CR 61/12 (Lat: 38.354761,  Lng: -81.712461),  Route carried "on" structure: State highway 601,  Year Built: 1983,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $200,000 ( Estimate for 2019),  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: 20A569,  Location: 0.10 MI N OF CR 11 (Lat: 38.278631,  Lng: -81.773031),  Route carried "on" structure: US 119,  Year Built: 1982,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 12,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,004 (year 2040),  Design Load: HS 20,  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.666,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than 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: December 2021

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Structure Number: 20A57,  Location: 1.18 MI N CR 214/10 (Lat: 38.308150,  Lng: -81.732361),  Route carried "on" structure: US 119,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 19,719 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,057 (year 2037),  Design Load: HS 20,  Features Intersected: POT BRANCH OF DAVIS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.815,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 20A727,  Location: 0.80 MI E OF CR 12/1 (Lat: 38.337769,  Lng: -81.773519),  Route carried "on" structure: County highway 12,  Year Built: 1940,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,830 (year 2038),  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  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: 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: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $450,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A729,  Location: 0.60 MI N OF WV 214 (Lat: 38.322069,  Lng: -81.732961),  Route carried "on" structure: County highway 1601,  Year Built: 1996,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TRACE FK OF DAVIS CK,  Facility Carried by Structure: COUNTY ROUTE 16/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 20A828,  Location: 0.46 MI N OF WV 214 (Lat: 38.282939,  Lng: -81.775450),  Route carried "on" structure: County highway 11,  Year Built: 2019,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 458 (year 2040),  Design Load: HL 93,  Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A847,  Location: 0.01 MI W OF CR 161 (Lat: 38.315231,  Lng: -81.727850),  Route carried "on" structure: Other road 90160,  Year Built: 2011,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2040),  Design Load: HL 93,  Features Intersected: TRACE FORK,  Facility Carried by Structure: COUNTY RT 901/60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A928,  Location: 0.04 MI. N. OF CR 61/12 (Lat: 38.364061,  Lng: -81.691700),  Route carried "on" structure: City street N1480,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,830 (year 2039),  Design Load: HL 93,  Features Intersected: CSX RR & FIRST AVENUE,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 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: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 44A055,  Location: 0.04 M SOUTH OF CR 27/1 (Lat: 38.253400,  Lng: -81.712000),  Route carried "on" structure: County highway 27,  Year Built: 1924,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 234 (year 2038),  Features Intersected: DUCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $650,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44A139,  Location: 0.20 MI S OF CR 50/1 (Lat: 38.272900,  Lng: -81.723000),  Route carried "on" structure: County highway 50,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 30 (year 2018),  Average Future Daily Traffic: 40 (year 2038),  Design Load: HS 20,  Features Intersected: HENRY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $25,000,  Total Project Cost: $25,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 20A338,  Location: 0.12 MI E OF US 60 (Lat: 38.358061,  Lng: -81.715639),  Route carried "under" structure: State highway 60100,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 23,351 (year 2015),  Truck Traffic: 6%,  Features Intersected: JEFFERSON RD,  Facility Carried by Structure: I-64 RAMP D
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Lanes under structure: 3,  Length of Maximum Span: 18.1m (59.4ft)

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Structure Number: 20A365,  Location: 0.15 MI S OF US 60 (Lat: 38.135000,  Lng: -81.244300),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 0004),  Truck Traffic: 5%,  Features Intersected: SECOND AVENUE,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 20A367,  Location: 0.20 MI S OF US 60 (Lat: 38.138000,  Lng: -81.244300),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 0007),  Truck Traffic: 8%,  Features Intersected: CR 60/64,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 20A369,  Location: 0.25 MI S OF US 60 (Lat: 38.364650,  Lng: -81.686750),  Route carried "under" structure: Interstate 6400,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 74,958 (year 0016),  Truck Traffic: 17%,  Features Intersected: I-64 EB & WB,  Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 89.238,  Lanes on structure: 5,  Lanes under structure: 6,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 20A373,  Location: 0.03 MI W OF CR 61/12 (Lat: 38.360469,  Lng: -81.697750),  Route carried "under" structure: Interstate 6400,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 75,186 (year 0015),  Truck Traffic: 17%,  Features Intersected: I-64 EB & WB,  Facility Carried by Structure: COUNTY ROUTE 61/13
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 88.176,  Lanes on structure: 1,  Lanes under structure: 6,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 20A387,  Location: 0.85 MI E OF CR 25/25 (Lat: 38.361969,  Lng: -81.718461),  Route carried "under" structure: US 6000,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,171 (year 0015),  Truck Traffic: 5%,  Features Intersected: US60,WV25,KAN RV,N&S RR,  Facility Carried by Structure: INTERSTATE 64 WB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 18.089,  Lanes on structure: 4,  Lanes under structure: 6,  Length of Maximum Span: 128.0m (419.9ft)

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Structure Number: 20A387,  Location: 0.85 MI E OF CR 25/25 (Lat: 38.361969,  Lng: -81.718461),  Route carried "under" structure: State highway 2500,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 8,676 (year 0015),  Truck Traffic: 6%,  Features Intersected: US60,WV25,KAN RV,N&S RR,  Facility Carried by Structure: INTERSTATE 64 WB
Minimum Vertical Clearance: 13.11m (43.01ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 128.0m (419.9ft)

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Structure Number: 20A387,  Location: 0.85 MI E OF CR 25/25 (Lat: 38.361969,  Lng: -81.718461),  Route carried "under" structure: County highway 6060,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 107 (year 0015),  Features Intersected: US60,WV25,KAN RV,N&S RR,  Facility Carried by Structure: INTERSTATE 64 WB
Minimum Vertical Clearance: 10.69m (35.07ft),  Kilometerpoint: 4.023,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 128.0m (419.9ft)

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Structure Number: 20A393,  Location: 1.49 MI E OF US 60 (Lat: 38.363469,  Lng: -81.691439),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 0007),  Truck Traffic: 8%,  Features Intersected: CENTRAL AVENUE,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20A842,  Location: 0.75 Mi E of I-64 Exit 53 (Lat: 38.361039,  Lng: -81.719361),  Route carried "under" structure: US 60,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: WV25,US60,KANAWHA RV,CSX,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 8.46m (27.76ft),  Kilometerpoint: 18.089,  Lanes on structure: 4,  Lanes under structure: 6,  Length of Maximum Span: 231.6m (759.8ft)

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Structure Number: 20A842,  Location: 0.75 Mi E of I-64 Exit 53 (Lat: 38.361039,  Lng: -81.719361),  Route carried "under" structure: Spur Other road 6060,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: WV25,US60,KANAWHA RV,CSX,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 13.16m (43.18ft),  Kilometerpoint: 0.040,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 231.6m (759.8ft)

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Structure Number: 20A924,  Location: 0.02 MI N OF CR 12 (Lat: 38.350769,  Lng: -81.740211),  Route carried "under" structure: City street N1480,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: ROCK LAKE DRIVE,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.032,  Lanes under structure: 2,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 20A928,  Location: 0.04 MI. N. OF CR 61/12 (Lat: 38.125400,  Lng: -81.244700),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 0010),  Truck Traffic: 8%,  Features Intersected: CSX RR & FIRST AVENUE,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 29.3m (96.1ft)