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

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Structure Number: 17A1,  Location: 0.11 MI SOUTH CO RT 42 (Lat: 39.227389,  Lng: -80.298481),  Route carried "on" structure: State highway 2000,  Year Built: 1973,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 11,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,730 (year 2041),  Design Load: HS 20,  Features Intersected: ELK CREEK,  Facility Carried by Structure: WV ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.050,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $857,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,228,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17A174,  Location: 0.03 MI EAST WV RT 20 (Lat: 39.228961,  Lng: -80.298611),  Route carried "on" structure: County highway 4200,  Year Built: 1973,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 825 (year 2038),  Design Load: HS 20,  Features Intersected: ELK CREEK,  Facility Carried by Structure: HARRISON CO RT 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A175,  Location: 0.69 MI WEST CO RT 23/1 (Lat: 39.231800,  Lng: -80.288469),  Route carried "on" structure: County highway 4200,  Year Built: 1913,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 650 (year 2038),  Features Intersected: BRUSHY FORK,  Facility Carried by Structure: HARRISON CO RT 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Superstructure: Fair,  Substructure: Good,  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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $296,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $643,000 ( Estimate for 2020)

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Structure Number: 17A225,  Location: 0.01 MI EAST WV RT 20 (Lat: 39.251869,  Lng: -80.318600),  Route carried "on" structure: State highway 5800,  Year Built: 1983,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,925 (year 2038),  Design Load: HS 20,  Features Intersected: ELK CREEK,  Facility Carried by Structure: WV ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $988,000,  Roadway Improvement Cost: $904,000,  Total Project Cost: $1,915,000 ( 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: 17A248,  Location: 1.17 MI SOUTH OF WV 20 F (Lat: 39.211231,  Lng: -80.305450),  Route carried "on" structure: Interstate 7900,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 33,700 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 45,200 (year 2041),  Design Load: HS 20,  Features Intersected: Harr. Co. Rt. 20/17,  Facility Carried by Structure: I-79 NB AND SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.755,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $914,000,  Roadway Improvement Cost: $863,000,  Total Project Cost: $21,081,000 ( Estimate for 2019)

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Structure Number: 17A249,  Location: 0.43 MI SOUTH WV RT 20 (Lat: 39.221481,  Lng: -80.301689),  Route carried "on" structure: Interstate 7900,  Year Built: 1970,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 17,600 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,520 (year 2038),  Design Load: HS 20,  Features Intersected: ELK CREEK,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.914,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,124,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A25,  Location: 0.43 MI SOUTH WV RT 20 (Lat: 39.221211,  Lng: -80.301550),  Route carried "on" structure: Interstate 7900,  Year Built: 1970,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 17,600 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,520 (year 2038),  Design Load: HS 20,  Features Intersected: ELK CREEK,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.914,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $712,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,135,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A251,  Location: 2.41 MI SOUTH WV RT 58 F (Lat: 39.226239,  Lng: -80.297211),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 18,550 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,745 (year 2041),  Design Load: HS 20,  Features Intersected: WV ROUTE 20,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.606,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,099,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A252,  Location: 2.41 MI SOUTH WV RTE 58 F (Lat: 39.226019,  Lng: -80.296911),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 16,850 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,570 (year 2041),  Design Load: HS 20,  Features Intersected: WV Route 20,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.606,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $861,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A253,  Location: 0.55 MI NORTH WV RT 20 (Lat: 39.234100,  Lng: -80.296481),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 18,550 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,740 (year 2041),  Design Load: HS 20,  Features Intersected: Brushy Fork & Har Co 42,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.491,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 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: 23.5m (77.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.7 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,097,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17A254,  Location: 0.55 MI NORTH WV RT 20 (Lat: 39.233961,  Lng: -80.296139),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 18,550 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,740 (year 2041),  Design Load: HS 20,  Features Intersected: Brushy Fork & Har Co 42,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.491,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 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: 23.5m (77.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,097,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17A286,  Location: 0.20 MI EAST WV ROUTE 20 (Lat: 39.200589,  Lng: -80.277289),  Route carried "on" structure: County highway 2018,  Year Built: 1992,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 130 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: FALL RUN,  Facility Carried by Structure: HARRISON CR 20/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A292,  Location: 0.01 MI NORTH CO RT 44/3 (Lat: 39.189419,  Lng: -80.281019),  Route carried "on" structure: County highway 2019,  Year Built: 1996,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 600 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HASTINGS RUN,  Facility Carried by Structure: HARR CO RT 20/19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

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: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A248,  Location: 1.17 MI SOUTH OF WV 20 F (Lat: 39.211231,  Lng: -80.305450),  Route carried "under" structure: County highway 2017,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0017),  Features Intersected: Harr. Co. Rt. 20/17,  Facility Carried by Structure: I-79 NB AND SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 4.039,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 17A251,  Location: 2.41 MI SOUTH WV RT 58 F (Lat: 39.226019,  Lng: -80.296931),  Route carried "under" structure: State highway 2000,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,250 (year 0016),  Truck Traffic: 4%,  Features Intersected: WV ROUTE 20,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 13.856,  Lanes on structure: 2,  Lanes under structure: 3,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 17A252,  Location: 2.41 MI SOUTH WV RTE 58 F (Lat: 39.226239,  Lng: -80.297161),  Route carried "under" structure: State highway 2000,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,250 (year 0016),  Truck Traffic: 4%,  Features Intersected: WV Route 20,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 13.856,  Lanes on structure: 2,  Lanes under structure: 3,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 17A253,  Location: 0.55 MI NORTH WV RT 20 (Lat: 39.233819,  Lng: -80.296150),  Route carried "under" structure: County highway 4200,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0018),  Truck Traffic: 7%,  Features Intersected: Brushy Fork & Har Co 42,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 17A254,  Location: 0.55 MI NORTH WV RT 20 (Lat: 39.233969,  Lng: -80.296469),  Route carried "under" structure: County highway 4200,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0018),  Truck Traffic: 7%,  Features Intersected: Brushy Fork & Har Co 42,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 23.5m (77.1ft)