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

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Structure Number: 17A131,  Location: 0.12 MI SOUTH CO RT 23/9 (Lat: 39.225111,  Lng: -80.247700),  Route carried "on" structure: County highway 2303,  Year Built: 1991,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 70 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BRUSHY FORK,  Facility Carried by Structure: HARRISON CR 23/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.766,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A133,  Location: 0.07 MI SOUTH CO RT 23/9 (Lat: 39.217139,  Lng: -80.224769),  Route carried "on" structure: County highway 2307,  Year Built: 1991,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 10 (year 2016),  Average Future Daily Traffic: 13 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BRUSHY FORK,  Facility Carried by Structure: HARRISON CR 23/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  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: 16.5m (54.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A139,  Location: 0.07 MI NORTH US RT 50 (Lat: 39.284231,  Lng: -80.256150),  Route carried "on" structure: County highway 2400,  Year Built: 1964,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 7,200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,425 (year 2038),  Design Load: HS 20,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: HARRISON CO RT 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $804,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17A145,  Location: 0.01 MI SOUTH CO RT 24 (Lat: 39.308919,  Lng: -80.278481),  Route carried "on" structure: County highway 2434,  Year Built: 1978,  Status: Posted for load,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,525 (year 2040),  Design Load: HS 20,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: HARRISON CO 24/34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $374,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $584,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A21,  Location: 0.14 MI WEST WV RT 58 (Lat: 39.281811,  Lng: -80.257831),  Route carried "on" structure: US 5000,  Year Built: 1918,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 15,600 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,340 (year 2041),  Features Intersected: DAVISSON RUN,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.559,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $611,000 ( Estimate for 2022)

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Structure Number: 17A228,  Location: 0.03 MI WEST CO RT 26 (Lat: 39.276031,  Lng: -80.255011),  Route carried "on" structure: State highway 5800,  Year Built: 1918,  Status: Posted for load,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,950 (year 2038),  Features Intersected: DAVISSON RUN,  Facility Carried by Structure: WV ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $511,000 ( Estimate for 2020)

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Structure Number: 17A231,  Location: 0.19 MI SOUTH CO RT 73/8 (Lat: 39.338011,  Lng: -80.222681),  Route carried "on" structure: State highway 13100,  Year Built: 1972,  Status: Open,  Structure Length: 10.75m (35.27ft),  Average Daily Traffic: 4,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,360 (year 2041),  Design Load: HS 20,  Features Intersected: Interstate 79,  Facility Carried by Structure: WV ROUTE 131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.421,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 33.2m (108.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17A232,  Location: 0.05 MI NORTH CO RT 73/2 (Lat: 39.354239,  Lng: -80.217369),  Route carried "on" structure: County highway 7373,  Year Built: 1972,  Status: Open,  Structure Length: 9.89m (32.45ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,200 (year 2038),  Design Load: HS 20,  Features Intersected: I-79,  Facility Carried by Structure: HARRISON CR 73/73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 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: 9.9m (32.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17A236,  Location: 0.17 MI WEST CO RT 77/2 (Lat: 39.282439,  Lng: -80.226431),  Route carried "on" structure: State highway 7600,  Year Built: 1923,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,700 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,890 (year 2041),  Features Intersected: PEDDLER RUN,  Facility Carried by Structure: WV ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $544,000 ( Estimate for 2022)

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Structure Number: 17A245,  Location: 0.27 MI EAST WV RT 58 (Lat: 39.285131,  Lng: -80.251981),  Route carried "on" structure: US 5000,  Year Built: 1985,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 15,300 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,050 (year 2039),  Design Load: HS 20,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: US ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

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: 54.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A277,  Location: 0.07 MI SOUTH CO RT 17 (Lat: 39.265919,  Lng: -80.211750),  Route carried "on" structure: County highway 7704,  Year Built: 1920,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 70 (year 2041),  Features Intersected: BEARDS RUN,  Facility Carried by Structure: HARRISON CR 77/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.522,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Fair,  Substructure: Good,  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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $420,000 ( Estimate for 2021)

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Structure Number: 17A284,  Location: 0.86 MI NORTH CO RT 24 (Lat: 39.310989,  Lng: -80.261139),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 23,650 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,300 (year 2038),  Features Intersected: BARNETT RUN,  Facility Carried by Structure: I-79 SB & ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.662,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 17A291,  Location: 0.76 MI SOUTH Co Rt 707 (Lat: 39.327519,  Lng: -80.235450),  Route carried "on" structure: State highway 27900,  Year Built: 1995,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 13,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,950 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: INTERSTATE 79,  Facility Carried by Structure: WV RT 279
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.490,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A302,  Location: 0.43 MI SOUTH CO RT 73/1 (Lat: 39.363519,  Lng: -80.208581),  Route carried "on" structure: County highway 7373,  Year Built: 1998,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,400 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,450 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: THOMAS FORK,  Facility Carried by Structure: HARR CO RT 73/73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.913,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 12.5m (41.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A314,  Location: 1.07 mi N. Harr Co 50/14 (Lat: 39.313419,  Lng: -80.222789),  Route carried "on" structure: State highway 27900,  Year Built: 2001,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 10,100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,300 (year 2041),  Design Load: HL 93,  Features Intersected: WV 131 & Ann Run,  Facility Carried by Structure: WV ROUTE 279
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: April 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: 17A316,  Location: 2.06 MI NORTH US RT 50 (Lat: 39.306969,  Lng: -80.274681),  Route carried "on" structure: Interstate 7900,  Year Built: 2002,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 28,700 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,700 (year 2041),  Design Load: HL 93,  Features Intersected: Har Co 24,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.246,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A317,  Location: 2.06 MI NORTH US RT 50 (Lat: 39.306739,  Lng: -80.274550),  Route carried "on" structure: Interstate 7900,  Year Built: 2002,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 28,700 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,700 (year 2041),  Design Load: HL 93,  Features Intersected: Har Co 24,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.246,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A319,  Location: 0.65 MI SOUTH HRR CO 24 (Lat: 39.298300,  Lng: -80.279000),  Route carried "on" structure: Interstate 7900,  Year Built: 2004,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 57,700 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,850 (year 2041),  Design Load: HL 93,  Features Intersected: Simpson Creek/private dr,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.200,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A321,  Location: 0.01 MI WEST OF CO RT 24 (Lat: 39.314489,  Lng: -80.283581),  Route carried "on" structure: County highway 2401,  Year Built: 2003,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 650 (year 2040),  Design Load: HL 93,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: HARR. CO RT 24/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.318,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A322,  Location: 0.09 MI NORTH CO RT 50/16 (Lat: 39.288831,  Lng: -80.277719),  Route carried "on" structure: County highway 5076,  Year Built: 2004,  Status: Open,  Structure Length: 14.10m (46.26ft),  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,600 (year 2039),  Design Load: Greater than HL93,  Features Intersected: CSX RR, Har. Co. 50/25,  Facility Carried by Structure: HAR CO RT 50/76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 17A323,  Location: 0.20 MI SOUTH HRR CO 24 (Lat: 39.297361,  Lng: -80.277600),  Route carried "on" structure: County highway 5076,  Year Built: 2000,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: HAR CO RT 50/76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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 minimum criteria,  Designated Inspection Frequency: Every 48 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: 17A352,  Location: 0.02 N Har. Co. 77/3 (Lat: 39.269089,  Lng: -80.213519),  Route carried "on" structure: County highway 17,  Year Built: 2014,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,370 (year 2041),  Design Load: HL 93,  Features Intersected: Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  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: 8.3m (27.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17A9,  Location: 0.02 MI NORTH US RT 50 (Lat: 39.288261,  Lng: -80.247850),  Route carried "on" structure: City street N0195,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,370 (year 2041),  Features Intersected: ANN RUN,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17A901,  Location: 0.01 MI EAST OF PENN AVE (Lat: 39.288419,  Lng: -80.247419),  Route carried "on" structure: City street N0195,  Year Built: 1924,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,030 (year 2041),  Design Load: H 15,  Features Intersected: ANN RUN,  Facility Carried by Structure: Lawman Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal 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: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $402,000 ( Estimate for 2021)

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Structure Number: 17A919,  Location: 0.18 MI WEST HARR CO 24 (Lat: 39.289439,  Lng: -80.265661),  Route carried "on" structure: City street N0195,  Year Built: 1995,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,625 (year 2040),  Design Load: HS 20,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 17A924,  Location: PHILADELPHIA AVE BRDGPORT (Lat: 39.286911,  Lng: -80.248539),  Route carried "on" structure: City street N0195,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,740 (year 2041),  Design Load: HL 93,  Features Intersected: ANN RUN,  Facility Carried by Structure: PHILADELPHIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Superstructure: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 17A925,  Location: 0.03 miles N of WV 131 (Lat: 39.297311,  Lng: -80.240719),  Route carried "on" structure: City street N0195,  Year Built: 2008,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 25 (year 2019),  Average Future Daily Traffic: 40 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Ann Run,  Facility Carried by Structure: City Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 46A002,  Location: 0.02 MI EAST CO RT 1 (Lat: 39.365489,  Lng: -80.198811),  Route carried "on" structure: County highway 102,  Year Built: 1911,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 69 (year 2041),  Features Intersected: CORBIN BRANCH,  Facility Carried by Structure: TAYLOR CO RT 1/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Superstructure: 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $392,000 ( Estimate for 2021)

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Structure Number: 46A003,  Location: 0.14 MI EAST CO RT 1 (Lat: 39.353100,  Lng: -80.196300),  Route carried "on" structure: County highway 104,  Year Built: 1911,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 180 (year 2041),  Features Intersected: CORBIN BRANCH,  Facility Carried by Structure: TAYLOR CO RT 1/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $468,000 ( Estimate for 2022)

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Structure Number: 46A023,  Location: 0.47 MI WEST OF WV RT 76 (Lat: 39.272311,  Lng: -80.192181),  Route carried "on" structure: County highway 1317,  Year Built: 1996,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: COUNTY ROUTE 13/17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46A075,  Location: 0.01 MI EAST TAY CO RT 3 (Lat: 39.322519,  Lng: -80.156969),  Route carried "on" structure: County highway 800,  Year Built: 1994,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,300 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HUSTEAD FORK,  Facility Carried by Structure: TAYLOR CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 11.6m (38.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17A231,  Location: 0.19 MI SOUTH CO RT 73/8 (Lat: 39.338011,  Lng: -80.222681),  Route carried "under" structure: Interstate 7900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 48,225 (year 0017),  Truck Traffic: 20%,  Features Intersected: Interstate 79,  Facility Carried by Structure: WV ROUTE 131
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 201.168,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 17A232,  Location: 0.05 MI NORTH CO RT 73/2 (Lat: 39.354239,  Lng: -80.217369),  Route carried "under" structure: Interstate 7900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 36,200 (year 0018),  Truck Traffic: 20%,  Features Intersected: I-79,  Facility Carried by Structure: HARRISON CR 73/73
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 203.067,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 17A291,  Location: 0.76 MI SOUTH Co Rt 707 (Lat: 39.327519,  Lng: -80.235450),  Route carried "under" structure: Interstate 7900,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 47,200 (year 0018),  Truck Traffic: 20%,  Features Intersected: INTERSTATE 79,  Facility Carried by Structure: WV RT 279
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 199.559,  Lanes on structure: 4,  Lanes under structure: 4,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 17A314,  Location: 1.07 mi N. Harr Co 50/14 (Lat: 39.313419,  Lng: -80.222789),  Route carried "under" structure: State highway 13100,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 0015),  Truck Traffic: 4%,  Features Intersected: WV 131 & Ann Run,  Facility Carried by Structure: WV ROUTE 279
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.380,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 17A316,  Location: 2.06 MI NORTH US RT 50 (Lat: 39.306969,  Lng: -80.274681),  Route carried "under" structure: County highway 2400,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 0018),  Truck Traffic: 7%,  Features Intersected: Har Co 24,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.927,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 17A317,  Location: 2.06 MI NORTH US RT 50 (Lat: 39.306739,  Lng: -80.274550),  Route carried "under" structure: County highway 2400,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 0018),  Truck Traffic: 7%,  Features Intersected: Har Co 24,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 3.927,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 17A319,  Location: 0.65 MI SOUTH HRR CO 24 (Lat: 39.288481,  Lng: -80.280100),  Route carried "under" structure: Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 0019),  Features Intersected: Simpson Creek/private dr,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 17A319,  Location: 0.65 MI SOUTH HRR CO 24 (Lat: 39.288811,  Lng: -80.280181),  Route carried "under" structure: Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0019),  Features Intersected: Simpson Creek/private dr,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 17A322,  Location: 0.09 MI NORTH CO RT 50/16 (Lat: 39.288831,  Lng: -80.277719),  Route carried "under" structure: County highway 5025,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0019),  Features Intersected: CSX RR, Har. Co. 50/25,  Facility Carried by Structure: HAR CO RT 50/76
Minimum Vertical Clearance: 13.89m (45.57ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 43.6m (143.0ft)