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

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Structure Number: 10A021,  Location: 0.01 Miles N. of CR 6/7 (Lat: 38.080319,  Lng: -81.333589),  Route carried "on" structure: County highway 601,  Year Built: 1977,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 1,070 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,305 (year 2040),  Design Load: HS 20,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 6/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $848,000 ( Estimate for 2021)

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Structure Number: 10A05,  Location: 0.40 Miles S. of CR 15/21 (Lat: 38.018569,  Lng: -81.352819),  Route carried "on" structure: County highway 1500,  Year Built: 1988,  Status: Posted for load,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 43 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 52 (year 2040),  Design Load: HS 20,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: COUNTY ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.910,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $936,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 10A052,  Location: 0.26 Miles S. of CR 15/21 (Lat: 38.021061,  Lng: -81.354939),  Route carried "on" structure: County highway 1500,  Year Built: 1992,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 40 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 49 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: COUNTY ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.297,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A053,  Location: 0.12 Miles N. of CR 15/22 (Lat: 38.039689,  Lng: -81.363550),  Route carried "on" structure: County highway 1500,  Year Built: 1991,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 44 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 54 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: COUNTY ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 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: 10A173,  Location: 0.99 Miles S. of WV 61 (Lat: 38.166039,  Lng: -81.330869),  Route carried "on" structure: County highway 6109,  Year Built: 1989,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 199 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 243 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MORRIS CREEK,  Facility Carried by Structure: CR 61/9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A179,  Location: 0.01 Miles N. of CR 61/50 (Lat: 38.106100,  Lng: -81.322011),  Route carried "on" structure: County highway 6124,  Year Built: 1993,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 1,793 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,187 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: JENKINS FORK,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.279,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A18,  Location: 0.01 Miles N. of CR 6/1 (Lat: 38.099431,  Lng: -81.323600),  Route carried "on" structure: County highway 6124,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,196 (year 2040),  Design Load: HS 20,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $832,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10A181,  Location: 0.31 Miles S. of CR 6/1 (Lat: 38.095511,  Lng: -81.320661),  Route carried "on" structure: County highway 6124,  Year Built: 1989,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,045 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,275 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: POWELLTON FORK,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.582,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $456,000 ( Estimate for 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: 10A182,  Location: 0.01 Miles S. of CR 61/52 (Lat: 38.086850,  Lng: -81.312581),  Route carried "on" structure: County highway 6124,  Year Built: 1989,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 550 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 671 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: POWELLTON FORK,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

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: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A183,  Location: 0.42 Miles S. of CR 61/52 (Lat: 38.086861,  Lng: -81.312561),  Route carried "on" structure: County highway 6124,  Year Built: 1989,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 1,111 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,355 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: POWELLTON FORK,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A184,  Location: 0.01 Miles S. of CR 15 (Lat: 38.024889,  Lng: -81.354700),  Route carried "on" structure: County highway 1521,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12 (year 2040),  Design Load: H 20,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: COUNTY ROUTE 15/21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 10A224,  Location: 2.7 MI S OF CR 15 I/C (Lat: 38.020469,  Lng: -81.354339),  Route carried "on" structure: Interstate 7700,  Year Built: 1981,  Status: Open,  Structure Length: 14.24m (46.72ft),  Average Daily Traffic: 27,683 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,773 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Route 15 and Paint Creek,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.332,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 33 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: 46.6m (152.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A232,  Location: 0.00 MI N OF CR 15 (Lat: 38.029281,  Lng: -81.357461),  Route carried "on" structure: Ramp County highway 1520,  Year Built: 1981,  Status: Open,  Structure Length: 6.41m (21.03ft),  Average Daily Traffic: 132 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 130 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-77,  Facility Carried by Structure: I77 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 10A239,  Location: 0.12 Miles S. of CR 61/43 (Lat: 38.135889,  Lng: -81.302889),  Route carried "on" structure: County highway 6124,  Year Built: 1993,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,687 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,058 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TUCKER HOLLOW,  Facility Carried by Structure: COUNTY ROUTE 61/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  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: 7.9m (25.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Serious,  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: 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: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10A243,  Location: 0.02 Miles E. of CR 6/1 (Lat: 38.072331,  Lng: -81.335831),  Route carried "on" structure: County highway 605,  Year Built: 1994,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 6/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 83.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 10A244,  Location: 0.01 Miles E. of CR 6/1 (Lat: 38.078211,  Lng: -81.333900),  Route carried "on" structure: County highway 606,  Year Built: 1995,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 11 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 6/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 12.0m (39.4ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10A258,  Location: 0.01 Miles W. of CR 61/24 (Lat: 38.082961,  Lng: -81.310100),  Route carried "on" structure: County highway 6198,  Year Built: 1998,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 60 (year 2020),  Average Future Daily Traffic: 75 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POWELLTON FORK,  Facility Carried by Structure: COUNTY ROUTE 61/98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.7 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: Meets minimum limits,  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: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 10A28,  Location: 0.01 Miles E. of CR 61/24 (Lat: 38.126611,  Lng: -81.304731),  Route carried "on" structure: County highway 6155,  Year Built: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 21 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 61/55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $265,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 10A305,  Location: 0.01 Miles E. of CR 61/24 (Lat: 38.102200,  Lng: -81.323481),  Route carried "on" structure: County highway 602,  Year Built: 2011,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 11 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13 (year 2039),  Design Load: HL 93,  Features Intersected: ARMSTRONG CREEK,  Facility Carried by Structure: COUNTY ROUTE 6/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 20A263,  Location: 3.00 MI N OF FAY CO. LINE (Lat: 38.077131,  Lng: -81.380011),  Route carried "on" structure: County highway 83,  Year Built: 1994,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 305 (year 2039),  Design Load: HS 20,  Features Intersected: TOMS BRANCH OF PAINT CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 72.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A264,  Location: 5.09 MI N OF FAY CO LINE (Lat: 38.100800,  Lng: -81.381711),  Route carried "on" structure: County highway 83,  Year Built: 1994,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 427 (year 2038),  Design Load: HS 20,  Features Intersected: ASH BRANCH OF PAINT CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A567,  Location: 1.13 MI N OF FAYETTE C LN (Lat: 38.053339,  Lng: -81.375200),  Route carried "on" structure: County highway 8300,  Year Built: 1982,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 122 (year 2039),  Design Load: HS 20,  Features Intersected: I-77 WV TURNPIKE NB & SB,  Facility Carried by Structure: COUNTY ROUTE 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 38.4m (126.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 7.85m (25.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 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: 20A6,  Location: 2.07 MI. N. OF CR. 15 (Lat: 38.054600,  Lng: -81.375239),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 20,942 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 366,485 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.806,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 70),  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  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: 20.0m (65.6ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.1 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: 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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A603,  Location: 0.20 MI. S. FROM CO RT 83 (Lat: 38.126689,  Lng: -81.388361),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 29,213 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,122 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.027,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 70),  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 35 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: 22.4m (73.5ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A605,  Location: .12 MI. N. OF RTE 83 I/C (Lat: 38.131100,  Lng: -81.389319),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 11.05m (36.25ft),  Average Daily Traffic: 27,683 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,445 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.558,  Lanes on structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 34 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: 30.5m (100.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Inspection Date: August 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: 20A648,  Location: AT COUNTY RTE 83 I/C (Lat: 38.129139,  Lng: -81.388189),  Route carried "on" structure: County highway 8305,  Year Built: 1984,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 336 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 588 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-77 WV TURNPIKE NB & SB,  Facility Carried by Structure: I-77 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 20A663,  Location: 0.01 MILE WEST OF CR 83 (Lat: 38.082561,  Lng: -81.382139),  Route carried "on" structure: County highway 8306,  Year Built: 1982,  Status: Open,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12 (year 2038),  Design Load: HS 20,  Features Intersected: I-77NB&SB & WV TURNPIKE,  Facility Carried by Structure: COUNTY ROUTE 83/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A849,  Location: 0.92 MI N OF FAYETTE CO L (Lat: 38.050881,  Lng: -81.375219),  Route carried "on" structure: County highway 83,  Year Built: 2013,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 118 (year 2040),  Design Load: HL 93,  Features Intersected: PAINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10A232,  Location: 0.00 MI N OF CR 15 (Lat: 38.029281,  Lng: -81.357461),  Route carried "under" structure: Interstate 7700,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 0008),  Truck Traffic: 20%,  Features Intersected: I-77,  Facility Carried by Structure: I77 CONNECTOR
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 106.458,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 10A24,  Location: 0.15 Miles S. of CR 6/5 (Lat: 38.070261,  Lng: -81.336461),  Route carried "under" structure: County highway 601,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,884 (year 2019),  Truck Traffic: 6%,  Features Intersected: MAPLE COAL CONVEYOR #1,  Facility Carried by Structure: COAL CONVEYOR
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 3.589,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 10A241,  Location: 0.18 Miles S. of CR 6/5 (Lat: 38.069869,  Lng: -81.336450),  Route carried "under" structure: County highway 601,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,884 (year 2019),  Truck Traffic: 6%,  Features Intersected: MAPLE COAL CONVEYOR #2,  Facility Carried by Structure: COAL CONVEYOR
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 3.637,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 10A242,  Location: 0.22 Miles S. of CR 6/5 (Lat: 38.069319,  Lng: -81.336489),  Route carried "under" structure: County highway 601,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,884 (year 2019),  Truck Traffic: 6%,  Features Intersected: MAPLE COAL CONVEYOR #3,  Facility Carried by Structure: COAL CONVEYOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 20A567,  Location: 1.13 MI N OF FAYETTE C LN (Lat: 38.053339,  Lng: -81.375200),  Route carried "under" structure: Interstate 7700,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 0011),  Truck Traffic: 17%,  Features Intersected: I-77 WV TURNPIKE NB & SB,  Facility Carried by Structure: COUNTY ROUTE 83
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 109.580,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 20A648,  Location: AT COUNTY RTE 83 I/C (Lat: 38.129139,  Lng: -81.388189),  Route carried "under" structure: Interstate 7700,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 0004),  Truck Traffic: 13%,  Features Intersected: I-77 WV TURNPIKE NB & SB,  Facility Carried by Structure: I-77 RAMP
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 119.349,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 20A663,  Location: 0.01 MILE WEST OF CR 83 (Lat: 38.082561,  Lng: -81.382139),  Route carried "under" structure: Interstate 7700,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 0011),  Truck Traffic: 17%,  Features Intersected: I-77NB&SB & WV TURNPIKE,  Facility Carried by Structure: COUNTY ROUTE 83/6
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 113.298,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 40A071,  Location: 3.18 MI EAST OF WV 34 F (Lat: 38.161600,  Lng: -81.312600),  Route carried "under" structure: County highway 3305,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,250 (year 0007),  Truck Traffic: 24%,  Features Intersected: CR 33/5,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 40A074,  Location: 3.18 MI E OF WV 34 (Lat: 38.161600,  Lng: -81.312600),  Route carried "under" structure: County highway 335,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 0007),  Truck Traffic: 20%,  Features Intersected: CR 33/5,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.2m (49.9ft)