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

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Structure Number: 25A188,  Location: 0.01 MI NORTH CO RT 31/14 (Lat: 39.398869,  Lng: -80.047350),  Route carried "on" structure: State highway 31000,  Year Built: 1926,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,475 (year 2038),  Features Intersected: GLADY CREEK,  Facility Carried by Structure: WV ROUTE 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021

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Structure Number: 46A011,  Location: 0.17 MI SOUTH CO RT 24 (Lat: 39.398700,  Lng: -80.024039),  Route carried "on" structure: County highway 501,  Year Built: 1917,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 60 (year 2041),  Features Intersected: GLADY CREEK,  Facility Carried by Structure: TAYLOR CO RT 5/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Fair,  Channel: Poor,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $354,000 ( Estimate for 2021)

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Structure Number: 46A018,  Location: 0.29 MI EAST TAY CR 12/1 (Lat: 39.354950,  Lng: -80.096900),  Route carried "on" structure: County highway 1200,  Year Built: 1924,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2041),  Features Intersected: LOST RUN,  Facility Carried by Structure: TAYLOR CO RT 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $491,000 ( Estimate for 2021)

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Structure Number: 46A028,  Location: 0.09 MI SOUTH CO RT 26 (Lat: 39.374000,  Lng: -80.004689),  Route carried "on" structure: County highway 2000,  Year Built: 1985,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 350 (year 2038),  Design Load: HS 20,  Features Intersected: WICKWIRE RUN,  Facility Carried by Structure: TAYLOR CO RT 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A029,  Location: 0.06 MI SOUTH CO RT 26/3 (Lat: 39.380711,  Lng: -79.975900),  Route carried "on" structure: County highway 2600,  Year Built: 1923,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 305 (year 2041),  Features Intersected: WICKWIRE RUN,  Facility Carried by Structure: TAYLOR CO RT 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $448,000 ( Estimate for 2021)

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Structure Number: 46A034,  Location: 0.58 MI SOUTH CR 250/12 (Lat: 39.294231,  Lng: -80.055489),  Route carried "on" structure: County highway 3800,  Year Built: 1987,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 350 (year 2041),  Design Load: HS 20,  Features Intersected: SHELBY RUN,  Facility Carried by Structure: TAYLOR CO RT 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 9.8m (32.2ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $311,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A035,  Location: 0.17 MI SOUTH CO RT 38/2 (Lat: 39.306069,  Lng: -80.071511),  Route carried "on" structure: County highway 3800,  Year Built: 1941,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 350 (year 2041),  Features Intersected: SHELBY RUN,  Facility Carried by Structure: TAYLOR CO RT 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $374,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46A037,  Location: 0.32 MI EAST CO RT 50/4 (Lat: 39.344381,  Lng: -80.058769),  Route carried "on" structure: US 5000,  Year Built: 1958,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,600 (year 2039),  Features Intersected: OTTER CREEK,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

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

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Structure Number: 46A038,  Location: 0.15 MI WEST CO RT 18/4 (Lat: 39.349561,  Lng: -80.053161),  Route carried "on" structure: US 5000,  Year Built: 1958,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,600 (year 2039),  Features Intersected: OTTER CREEK,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.385,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

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

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Structure Number: 46A04,  Location: 0.01 MI EAST CO RT 50/20 (Lat: 39.344881,  Lng: -79.943439),  Route carried "on" structure: US 5000,  Year Built: 1978,  Status: Open,  Structure Length: 21.55m (70.70ft),  Average Daily Traffic: 4,800 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,950 (year 2038),  Design Load: HS 20,  Features Intersected: Three Fork Ck. CSX RR,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.651,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 46A052,  Location: 0.17 MI NORTH CR 119/35 (Lat: 39.306911,  Lng: -80.048300),  Route carried "on" structure: US 11900,  Year Built: 1941,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 3,500 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,445 (year 2041),  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: US ROUTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 46A053,  Location: 0.41 MI NORTH C R 119/45 (Lat: 39.332231,  Lng: -80.035850),  Route carried "on" structure: US 11900,  Year Built: 1967,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2039),  Design Load: HS 20,  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: US ROUTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.459,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $412,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 46A057,  Location: 0.01 MI EAST US ROUTE 119 (Lat: 39.318389,  Lng: -80.042281),  Route carried "on" structure: County highway 11924,  Year Built: 1990,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 12 (year 2038),  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: TAY CO RT 119/24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  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: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 46A063,  Location: 0.48 MI SOUTH CO RT 5/5 (Lat: 39.376811,  Lng: -80.034489),  Route carried "on" structure: State highway 31000,  Year Built: 1992,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,050 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WICKWIRE RUN,  Facility Carried by Structure: WV 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.745,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 14.6m (47.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A064,  Location: 0.14 MI WEST CO RT 44/8 (Lat: 39.337750,  Lng: -80.022881),  Route carried "on" structure: County highway 11942,  Year Built: 1985,  Status: Open,  Structure Length: 14.77m (48.46ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,670 (year 2041),  Design Load: HS 20,  Features Intersected: TYGART VALLEY RIVER,  Facility Carried by Structure: TAYLOR CR 119/42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A066,  Location: 0.01 MI EAST CO RT 50/15 (Lat: 39.354439,  Lng: -79.930319),  Route carried "on" structure: County highway 704,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 20,  Features Intersected: BR OF THREE FORK CREEK,  Facility Carried by Structure: TAYLOR CO RT 7/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 8.5m (27.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A069,  Location: 0.10 MI WEST CO RT 50/7 (Lat: 39.337369,  Lng: -80.062139),  Route carried "on" structure: US 5000,  Year Built: 1958,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 8,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,600 (year 2039),  Features Intersected: OTTER CREEK,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

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

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Structure Number: 46A076,  Location: 0.05 MI NORTH US 119 (Lat: 39.296569,  Lng: -80.046469),  Route carried "on" structure: County highway 3800,  Year Built: 1997,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 355 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: TAYLOR CO RT 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Internally Sealed

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Structure Number: 46A077,  Location: 0.01 MI NORTH CO RT 26/3 (Lat: 39.381119,  Lng: -79.974669),  Route carried "on" structure: County highway 2600,  Year Built: 1997,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 390 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF WICKWIRE RUN,  Facility Carried by Structure: TAYLOR CO RT 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 46A079,  Location: 0.03 MI EAST CO RT 40 (Lat: 39.353000,  Lng: -80.041281),  Route carried "on" structure: US 5000,  Year Built: 2001,  Status: Open,  Structure Length: 26.26m (86.15ft),  Average Daily Traffic: 9,800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,450 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Tygart Valley River, CSX,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.625,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A08,  Location: 0.01 MI NORTH CR 119/36 (Lat: 39.305681,  Lng: -80.047669),  Route carried "on" structure: US 11900,  Year Built: 2001,  Status: Posted for load,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,700 (year 2038),  Design Load: HL 93,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: US ROUTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.902,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A081,  Location: 0.02 MI WEST US 119 (Lat: 39.295669,  Lng: -80.044819),  Route carried "on" structure: County highway 11952,  Year Built: 2002,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: TAYLOR CO 119/52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  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: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A085,  Location: 0.01 MI NORTH TAY CO 40 (Lat: 39.339889,  Lng: -80.025450),  Route carried "on" structure: US 11900,  Year Built: 2005,  Status: Open,  Structure Length: 20.81m (68.27ft),  Average Daily Traffic: 5,400 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,325 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TYGART VAL RIV & CSX RR,  Facility Carried by Structure: US 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.762,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A086,  Location: 0.36 MI NORTH TAY CO 26/3 (Lat: 39.385289,  Lng: -79.974311),  Route carried "on" structure: County highway 2600,  Year Built: 2006,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2038),  Design Load: HL 93,  Features Intersected: WICKWIRE RUN,  Facility Carried by Structure: TAYLOR CO RT 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  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: 11.6m (38.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A088,  Location: 0.25 MI NORTH US RT 119 (Lat: 39.339789,  Lng: -80.030550),  Route carried "on" structure: County highway 4000,  Year Built: 2006,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,450 (year 2038),  Design Load: HL 93,  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: TAYLOR CO RT 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  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 - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A089,  Location: 1.05 MI EAST OF US RT 119 (Lat: 39.337289,  Lng: -79.991639),  Route carried "on" structure: County highway 5009,  Year Built: 2008,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HL 93,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: TAYLOR CO RT 50/9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A09,  Location: 1.12 MI EAST US RT 119 (Lat: 39.336639,  Lng: -79.990489),  Route carried "on" structure: County highway 5009,  Year Built: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 50 (year 2017),  Average Future Daily Traffic: 60 (year 2037),  Design Load: HL 93,  Features Intersected: THREE FORK CREEK,  Facility Carried by Structure: TAYLOR CO RT 50/9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A093,  Location: 0.01 Mi W of Taylor CR 20 (Lat: 39.369919,  Lng: -80.007581),  Route carried "on" structure: County highway 55,  Year Built: 2013,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2038),  Design Load: HL 93,  Features Intersected: Wickwire Run,  Facility Carried by Structure: Taylor Co Rt 5/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 46A094,  Location: 0.03 mi E of US 119 (T) (Lat: 39.339900,  Lng: -80.016800),  Route carried "on" structure: County highway 9,  Year Built: 2016,  Status: Open,  Structure Length: 9.28m (30.45ft),  Average Daily Traffic: 2,400 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,270 (year 2041),  Design Load: HL 93,  Features Intersected: CSX RR, Three Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A9,  Location: 0.01 MI EAST OF US RT 119 (Lat: 39.329439,  Lng: -80.037381),  Route carried "on" structure: City street N0640,  Year Built: 1966,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2041),  Design Load: HS 20,  Features Intersected: BERKELEY RUN,  Facility Carried by Structure: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31A318,  Location: 2.48 mi. N. of I68 (Lat: 39.336700,  Lng: -80.023300),  Route carried "under" structure: County highway 7100,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 6%,  Features Intersected: Mon Co 71, Morgan Run,  Facility Carried by Structure: WV RT. 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 76.0m (249.3ft)

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Structure Number: 31A319,  Location: 2.48 mi. N. of I68 (Lat: 39.336700,  Lng: -80.023300),  Route carried "under" structure: County highway 7100,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 6%,  Features Intersected: Mon Co 71 & Morgan Run,  Facility Carried by Structure: WV RT. 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 46A058,  Location: 0.04 MI EAST US ROUTE 119 (Lat: 39.318389,  Lng: -80.042061),  Route carried "under" structure: County highway 11924,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2018),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.304,  Lanes under structure: 2,  Length of Maximum Span: 6.7m (22.0ft)

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Structure Number: 46A059,  Location: 0.43 MI NORTH US RT 119 (Lat: 39.303239,  Lng: -80.047511),  Route carried "under" structure: County highway 11935,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2019),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.692,  Lanes under structure: 2,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 46A06,  Location: 0.04 MI NORTH US RT 119 (Lat: 39.274369,  Lng: -80.038819),  Route carried "under" structure: County highway 11940,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 6%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.064,  Lanes under structure: 2,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 46A079,  Location: 0.03 MI EAST CO RT 40 (Lat: 39.353000,  Lng: -80.041281),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0015),  Features Intersected: Tygart Valley River, CSX,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Length of Maximum Span: 43.0m (141.1ft)