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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 161ft / 49.2mTotal length
  • 228,440Total average daily traffic
  • 64,197Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ghent
  • No street view available for this location

Reconstructed bridges in Ghent, WV - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 42010-2019
  • 12020-2022
Average Bridge Daily Traffic in Ghent, WV
Average Bridge Truck Traffic in Ghent, WV
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 55.6%Very good
  • 44.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 33.3%Very good
  • 55.6%Satisfactory
  • 11.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Good
  • 77.8%Satisfactory
  • 11.1%Fair
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Structure Number: 28A067,  Location: 0.19 MI N OF CR 1 (Lat: 37.580589,  Lng: -81.118511),  Route carried "on" structure: US 1900,  Year Built: 1978,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 788 (year 2039),  Design Load: HS 20,  Features Intersected: US 19,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.132,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41A204,  Location: 2.51 MI.N.OF RALEIGH 48 (Lat: 37.650331,  Lng: -81.108469),  Route carried "on" structure: Interstate 7700,  Year Built: 1978,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 26,390 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 31,668 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Raleigh Co. Route 19/21,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.598,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 15.9m (52.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41A205,  Location: 2.51 MI. N. OF CO RT 41 (Lat: 37.650461,  Lng: -81.112281),  Route carried "on" structure: Interstate 7700,  Year Built: 1979,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 29,168 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 43,460 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Raleigh Co. Route 19/21,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.598,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 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: 20.4m (66.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41A206,  Location: 1.69 MI. N. OF CO RT 41 (Lat: 37.639689,  Lng: -81.111469),  Route carried "on" structure: Interstate 7700,  Year Built: 1979,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 13,195 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,834 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Raleigh County Route 42,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.278,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 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: 19.8m (65.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 41A207,  Location: 1.69 MI. N. OF CO RT 41 (Lat: 37.638400,  Lng: -81.109589),  Route carried "on" structure: Interstate 7700,  Year Built: 1978,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 27,935 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,080 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: Raleigh County Route 42,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.278,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 15.9m (52.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 41A208,  Location: 0.88 MI N OF RAL 48 (Lat: 37.627469,  Lng: -81.115631),  Route carried "on" structure: Interstate 7700,  Year Built: 1979,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 29,168 (year 2015),  Truck Traffic: 38%,  Average Future Daily Traffic: 43,460 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 19/25,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.958,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 14.0m (45.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41A209,  Location: 0.88 MI N OF RALEIGH 48 (Lat: 37.627381,  Lng: -81.114289),  Route carried "on" structure: Interstate 7700,  Year Built: 1978,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 13,498 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,468 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CR 19/25,  Facility Carried by Structure: I-77NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.958,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 41A21,  Location: 0.01 MI N OF CR 48 (Lat: 37.615250,  Lng: -81.119369),  Route carried "on" structure: Interstate 7700,  Year Built: 1978,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.65m (21.82ft),  Average Daily Traffic: 29,168 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 43,958 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Route 48,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.558,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 41A211,  Location: 0.01 MI S OF CR 48 (Lat: 37.615011,  Lng: -81.120111),  Route carried "on" structure: Interstate 7700,  Year Built: 1979,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.65m (21.82ft),  Average Daily Traffic: 29,168 (year 2015),  Truck Traffic: 37%,  Average Future Daily Traffic: 44,262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Route 48,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.558,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A067,  Location: 0.19 MI N OF CR 1 (Lat: 37.581061,  Lng: -81.118311),  Route carried "under" structure: Interstate 7700,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 0008),  Truck Traffic: 23%,  Features Intersected: US 19,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 42.406,  Lanes on structure: 2,  Lanes under structure: 5,  Length of Maximum Span: 30.7m (100.7ft)

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