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

Find on map >>   Show street view

Structure Number: 4A019,  Location: 0.09 MI S CO 19/25 (Lat: 38.674031,  Lng: -80.718469),  Route carried "on" structure: County highway 506,  Year Built: 1970,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 110 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 152 (year 2035),  Design Load: HS 20,  Features Intersected: CO 5/6,  Facility Carried by Structure: COUNTY ROUTE 5/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 29.3m (96.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $400,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4A053,  Location: 0.74 MI W OF JCT CO 36 (Lat: 38.616989,  Lng: -80.663111),  Route carried "on" structure: County highway 1700,  Year Built: 1991,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 638 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 912 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: LEFT FORK OF WOLF CREEK,  Facility Carried by Structure: COUNTY ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4A074,  Location: 0.01 MI N CO 17/1 (SLS) (Lat: 38.663219,  Lng: -80.710050),  Route carried "on" structure: County highway 1940,  Year Built: 1931,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,900 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ELK RIVER,  Facility Carried by Structure: CO RT 19/40 (SLS)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 17.751,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $3,500,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $5,000,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 4A087,  Location: 0.12 MI S CO 19/40 (Lat: 38.661381,  Lng: -80.715100),  Route carried "on" structure: County highway 2800,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 72 (year 2038),  Features Intersected: SKIDMORE RUN,  Facility Carried by Structure: COUNTY ROUTE28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.445,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4A088,  Location: 0.01 MI S WV 4 (Lat: 38.664281,  Lng: -80.730819),  Route carried "on" structure: County highway 2805,  Year Built: 1966,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 966 (year 2038),  Design Load: HS 20,  Features Intersected: ELK RIVER,  Facility Carried by Structure: COUNTY ROUTE 28/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4A113,  Location: 3.84 MI N US 19 (Lat: 38.655881,  Lng: -80.740389),  Route carried "on" structure: Interstate 7900,  Year Built: 1969,  Status: Open,  Structure Length: 18.13m (59.48ft),  Average Daily Traffic: 9,656 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 14,302 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Elk Rvr WV 4 Co 28/1,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.733,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 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: 50.1m (164.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4A114,  Location: 3.84 MI N OF US 19 (Lat: 38.656381,  Lng: -80.740481),  Route carried "on" structure: Interstate 7900,  Year Built: 1969,  Status: Open,  Structure Length: 17.44m (57.22ft),  Average Daily Traffic: 9,656 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 14,302 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Elk River, WV 4, Co 28/1,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.733,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 48.1m (157.8ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4A115,  Location: 2.21 MI S CO 19/22 (Lat: 38.688289,  Lng: -80.695269),  Route carried "on" structure: Interstate 7900,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Brush Run & Co 19/26,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.302,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4A116,  Location: 2.21 MI S CO 19/22 (Lat: 38.688469,  Lng: -80.695319),  Route carried "on" structure: Interstate 7900,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Brush Run and Co 19/26,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.302,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4A164,  Location: 0.11 MI S OF CO 19/40 (Lat: 38.668219,  Lng: -80.717989),  Route carried "on" structure: State highway 400,  Year Built: 1998,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 8,318 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,114 (year 2038),  Features Intersected: GRANNY CREEK,  Facility Carried by Structure: WV 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 4A171,  Location: 0.01 MI E CO 7 7 (Lat: 38.681900,  Lng: -80.736389),  Route carried "on" structure: County highway 1925,  Year Built: 1999,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CUTLIPS FORK,  Facility Carried by Structure: CO RT 19 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4A174,  Location: 0.01 MI N OF CO 17/2 (Lat: 38.659331,  Lng: -80.697300),  Route carried "on" structure: County highway 1701,  Year Built: 1999,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 158 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BUCKEYE CREEK,  Facility Carried by Structure: COUNTY ROUTE 17/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.329,  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: 17.7m (58.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4A176,  Location: 0.55 MI S WV 4 (Lat: 38.650869,  Lng: -80.737700),  Route carried "on" structure: Interstate 7900,  Year Built: 2000,  Status: Open,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 11,150 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,950 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Buffalo Ck and Co 28/2,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.009,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4A177,  Location: 0.55 MI S OF WV 4 (Lat: 38.650850,  Lng: -80.738050),  Route carried "on" structure: Interstate 7900,  Year Built: 2001,  Status: Open,  Structure Length: 19.89m (65.26ft),  Average Daily Traffic: 11,150 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,950 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Buffalo Ck and Co 28/2,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.009,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: CEPLRHWV1112048,  Location: SUTTON LAKE CAMPGROUND (Lat: 38.670819,  Lng: -80.547586),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 2020,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 48 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 48 (year 2042),  Design Load: HL 93,  Features Intersected: LOWER KANAWHA RUN,  Facility Carried by Structure: CAMPGROUND BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.498,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $9,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 4A019,  Location: 0.09 MI S CO 19/25 (Lat: 38.674081,  Lng: -80.718469),  Route carried "under" structure: Interstate 7900,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 0009),  Truck Traffic: 20%,  Features Intersected: CO 5/6,  Facility Carried by Structure: COUNTY ROUTE 5/6
Minimum Vertical Clearance: 9.37m (30.74ft),  Kilometerpoint: 101.727,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 4A113,  Location: 3.84 MI N US 19 (Lat: 38.656481,  Lng: -80.740239),  Route carried "under" structure: County highway 2801,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0009),  Features Intersected: Elk Rvr WV 4 Co 28/1,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 50.1m (164.4ft)

Find on map >>   Show street view

Structure Number: 4A113,  Location: 3.84 MI N US 19 (Lat: 38.656481,  Lng: -80.740239),  Route carried "under" structure: State highway 400,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 0009),  Truck Traffic: 8%,  Features Intersected: Elk Rvr WV 4 Co 28/1,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 32.702,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 50.1m (164.4ft)

Find on map >>   Show street view

Structure Number: 4A114,  Location: 3.84 MI N OF US 19 (Lat: 38.656381,  Lng: -80.740481),  Route carried "under" structure: County highway 2801,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0003),  Features Intersected: Elk River, WV 4, Co 28/1,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.595,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 48.1m (157.8ft)

Find on map >>   Show street view

Structure Number: 4A114,  Location: 3.84 MI N OF US 19 (Lat: 38.656381,  Lng: -80.740481),  Route carried "under" structure: County highway 400,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 0009),  Truck Traffic: 8%,  Features Intersected: Elk River, WV 4, Co 28/1,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 32.702,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 48.1m (157.8ft)

Find on map >>   Show street view

Structure Number: 4A115,  Location: 2.21 MI S CO 19/22 (Lat: 38.688289,  Lng: -80.695269),  Route carried "under" structure: County highway 1926,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 0009),  Truck Traffic: 10%,  Features Intersected: Brush Run & Co 19/26,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: 4A116,  Location: 2.21 MI S CO 19/22 (Lat: 38.688469,  Lng: -80.695319),  Route carried "under" structure: County highway 1926,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 0009),  Truck Traffic: 10%,  Features Intersected: Brush Run and Co 19/26,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: 4A176,  Location: 0.55 MI S WV 4 (Lat: 38.650869,  Lng: -80.737700),  Route carried "under" structure: County highway 2802,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 0006),  Features Intersected: Buffalo Ck and Co 28/2,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 15.88m (52.10ft),  Kilometerpoint: 3.557,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 44.3m (145.3ft)

Find on map >>   Show street view

Structure Number: 4A177,  Location: 0.55 MI S OF WV 4 (Lat: 38.650850,  Lng: -80.738050),  Route carried "under" structure: County highway 2802,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 0006),  Features Intersected: Buffalo Ck and Co 28/2,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 15.90m (52.17ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 44.3m (145.3ft)