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

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Structure Number: 4A004,  Location: 1.52 MI N OF CO 2/1 (Lat: 38.868711,  Lng: -80.717531),  Route carried "on" structure: County highway 200,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 55 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 76 (year 2038),  Features Intersected: COPEN RUN,  Facility Carried by Structure: COUNTY ROUTE 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.987,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 13.4m (44.0ft),  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: 4.0m (13.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $425,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber

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Structure Number: 4A006,  Location: 0.50 MI S CO 2 (Lat: 38.814361,  Lng: -80.696481),  Route carried "on" structure: County highway 205,  Year Built: 1988,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 33 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 47 (year 2035),  Design Load: HS 20,  Features Intersected: RT FK OF SALTLICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 2/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A009,  Location: 0.01 MI W OF CO 2 (Lat: 38.831281,  Lng: -80.669750),  Route carried "on" structure: State highway 500,  Year Built: 1988,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2038),  Design Load: HS 20,  Features Intersected: RIGHT FORK OF SALTLICK,  Facility Carried by Structure: WV 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A016,  Location: 0.09 MI E OF CO 5/10 (Lat: 38.860519,  Lng: -80.664039),  Route carried "on" structure: State highway 500,  Year Built: 1973,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 3,404 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,969 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE KANAWHA RIVER,  Facility Carried by Structure: WV 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.164,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2019,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4A017,  Location: 0.02 MI E I-79 (Lat: 38.857819,  Lng: -80.659681),  Route carried "on" structure: County highway 511,  Year Built: 1973,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 840 (year 2038),  Design Load: HS 20,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: COUNTY ROUTE5/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $350,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4A018,  Location: 0.04 MI W CO 5/10 (Lat: 38.856550,  Lng: -80.656489),  Route carried "on" structure: County highway 511,  Year Built: 1972,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 886 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,267 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE KANAWHA RIVER,  Facility Carried by Structure: COUNTY ROUTE 5/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2019,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $51,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4A02,  Location: 0.08MI S OF CO 1 (Lat: 38.868739,  Lng: -80.607069),  Route carried "on" structure: County highway 103,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15 (year 2038),  Design Load: H 20,  Features Intersected: OIL CREEK,  Facility Carried by Structure: COUNTY ROUTE 1/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $450,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber

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Structure Number: 4A024,  Location: 0.03 MI E OF CO 1 (Lat: 38.862919,  Lng: -80.654800),  Route carried "on" structure: County highway 510,  Year Built: 1929,  Status: Closed,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 885 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,267 (year 2035),  Features Intersected: OIL CREEK,  Facility Carried by Structure: COUNTY ROUTE 5/10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Critical,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,300,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A121,  Location: 3.33 MI S OF CO RT 5/11 (Lat: 38.812239,  Lng: -80.667311),  Route carried "on" structure: Interstate 7900,  Year Built: 1971,  Status: Open,  Structure Length: 9.64m (31.63ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,585 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Saltlick Ck A&O RR WV 5,  Facility Carried by Structure: INTERSTATE 79 X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.0 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: Better than present minimum criteria,  Underclear: Equal 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

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Structure Number: 4A122,  Location: 3.33 MI S OF CO RT 5/11 (Lat: 38.812311,  Lng: -80.667550),  Route carried "on" structure: Interstate 7900,  Year Built: 1971,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,585 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Saltlick CK A&O RR, WV 5,  Facility Carried by Structure: INTERSTATE I-79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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

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Structure Number: 4A123,  Location: 0.70 MI S OF CO RT 5/11 (Lat: 38.849261,  Lng: -80.664889),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,585 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SALTLICK CREEK & A&O R/R,  Facility Carried by Structure: INTERSTATE RT 79 X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.819,  Lanes on structure: 2,  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: 28.7m (94.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A124,  Location: 0.70 MI S OF CO 5/11 SLS (Lat: 38.849419,  Lng: -80.665119),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SALTLICK CREEK & A&O R/R,  Facility Carried by Structure: I-79 X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.819,  Lanes on structure: 2,  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: 28.7m (94.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A125,  Location: 11.86 MI N US 19 (Lat: 38.858400,  Lng: -80.660589),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 5/11,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $323,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A126,  Location: 11.86 MI N US 19 (Lat: 38.858531,  Lng: -80.660811),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 5/11,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $323,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A127,  Location: 0.22 MI N CO 5/11 (Lat: 38.860319,  Lng: -80.657169),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: A&O RR, Main Street,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.267,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $658,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $959,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A128,  Location: 0.20 MI N OF CO 5/11 (Lat: 38.860481,  Lng: -80.657311),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: A&O RR, Main Street,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $689,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A129,  Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861219,  Lng: -80.655431),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 5/10 & Ltl Kanawha Rv,  Facility Carried by Structure: INTERSTATE 79 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.331,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.32m (76.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $1,660,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $2,211,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A13,  Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861500,  Lng: -80.655439),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 24.30m (79.72ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 5/10 & Ltl Kanawha Rv,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.331,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 14,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.29m (79.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A131,  Location: 0.58 MI N OF CO 5/11 (Lat: 38.864169,  Lng: -80.650011),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 11.68m (38.32ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,730 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-79,  Facility Carried by Structure: I-79 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.039,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A132,  Location: 0.58 MI N CO 5/11 SLS (Lat: 38.864411,  Lng: -80.650061),  Route carried "on" structure: Interstate 7900,  Year Built: 1973,  Status: Open,  Structure Length: 11.65m (38.22ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,728 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-79,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.039,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A14,  Location: 0.30 MI E OF WV 5 F (Lat: 38.802750,  Lng: -80.644100),  Route carried "on" structure: County highway 305,  Year Built: 1993,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 11 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 3/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A143,  Location: 0.02 MI S OF CO 1 (Lat: 38.862881,  Lng: -80.635681),  Route carried "on" structure: County highway 101,  Year Built: 1989,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 40 (year 2018),  Average Future Daily Traffic: 42 (year 2038),  Design Load: HS 20,  Features Intersected: OIL CREEK,  Facility Carried by Structure: COUNTY ROUTE 1/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 4A15,  Location: 0.01 MI W CO 1/2 (Lat: 38.871981,  Lng: -80.613219),  Route carried "on" structure: County highway 100,  Year Built: 1991,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 414 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: POSEY RUN,  Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A159,  Location: 0.01 MI S JCT CO 2 (Lat: 38.818069,  Lng: -80.685869),  Route carried "on" structure: County highway 206,  Year Built: 1997,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 12 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: RT FK OF SALTLICK CREEK,  Facility Carried by Structure: CO 2/6 SLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A173,  Location: 0.80 MI S OF CO 5/11 (Lat: 38.851731,  Lng: -80.652981),  Route carried "on" structure: County highway 3504,  Year Built: 1970,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 21 (year 2038),  Features Intersected: BROWNS RUN,  Facility Carried by Structure: COUNTY ROUTE 35/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $310,000 ( Estimate for 2021)

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Structure Number: 4A191,  Location: 0.01 MI E OF CO 1/4 (Lat: 38.871039,  Lng: -80.593219),  Route carried "on" structure: County highway 1,  Year Built: 2018,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2038),  Design Load: Greater than HL93,  Features Intersected: OIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A195,  Location: 0.02 MI S JCT CO 1/ (SLS) (Lat: 38.863511,  Lng: -80.648319),  Route carried "on" structure: County highway 107,  Year Built: 2019,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 53 (year 2038),  Design Load: HL 93,  Features Intersected: OIL CREEK,  Facility Carried by Structure: COUNTY 1/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A196,  Location: 0.12 MI S WV 5 F (Lat: 38.862750,  Lng: -80.699611),  Route carried "on" structure: County highway 352,  Year Built: 2020,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 55 (year 2015),  Average Future Daily Traffic: 80 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE KANAWHA RIVER,  Facility Carried by Structure: C0 35/2 SLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.1m (164.4ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A197,  Location: 0.29 MI E OF CO 2/6 (Lat: 38.819211,  Lng: -80.681100),  Route carried "on" structure: County highway 200,  Year Built: 2020,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 407 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 582 (year 2035),  Design Load: HL 93,  Features Intersected: RIGHT FORK OF SALT LICK,  Facility Carried by Structure: COUNTY ROUTE 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A903,  Location: 0.02 MI N OF CO 5/11 (Lat: 38.857489,  Lng: -80.658189),  Route carried "on" structure: City street N0215,  Year Built: 1988,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 207 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11A091,  Location: 0.01 MI S OF CO 36/2 (Lat: 38.910139,  Lng: -80.665600),  Route carried "on" structure: County highway 4010,  Year Built: 1994,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 12 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HEATERS FORK,  Facility Carried by Structure: COUNTY ROUTE 40/10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.511,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 11A105,  Location: 4.43 MI N CO 5/11 (Lat: 38.903500,  Lng: -80.610119),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,013 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 36,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.074,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 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: 14.9m (48.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $300,000,  Total Project Cost: $350,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11A106,  Location: 4.43 MI N CO 5/11 (Lat: 38.903700,  Lng: -80.610089),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 13,013 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Co 36,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.074,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 14.9m (48.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $300,000,  Total Project Cost: $350,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11A117,  Location: 0.06 S OF CO RT 36 SLS (Lat: 38.919111,  Lng: -80.671661),  Route carried "on" structure: County highway 3602,  Year Built: 1991,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 44 (year 2015),  Average Future Daily Traffic: 53 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: ROCKY FORK,  Facility Carried by Structure: COUNTY RT 36/2 SLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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 desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Wood or Timber

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Structure Number: 4A121,  Location: 3.33 MI S OF CO RT 5/11 (Lat: 38.812239,  Lng: -80.667311),  Route carried "under" structure: State highway 500,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 0006),  Truck Traffic: 8%,  Features Intersected: Saltlick Ck A&O RR WV 5,  Facility Carried by Structure: INTERSTATE 79 X
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 12.505,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4A122,  Location: 3.33 MI S OF CO RT 5/11 (Lat: 38.812311,  Lng: -80.667550),  Route carried "under" structure: State highway 500,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 0006),  Truck Traffic: 8%,  Features Intersected: Saltlick CK A&O RR, WV 5,  Facility Carried by Structure: INTERSTATE I-79 SB
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 12.505,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 4A125,  Location: 11.86 MI N US 19 (Lat: 38.858400,  Lng: -80.660589),  Route carried "under" structure: County highway 511,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 0009),  Truck Traffic: 10%,  Features Intersected: Co 5/11,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 4A126,  Location: 11.86 MI N US 19 (Lat: 38.858531,  Lng: -80.660811),  Route carried "under" structure: County highway 511,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 0009),  Truck Traffic: 10%,  Features Intersected: Co 5/11,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 4A127,  Location: 0.22 MI N CO 5/11 (Lat: 38.860319,  Lng: -80.657169),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0009),  Features Intersected: A&O RR, Main Street,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4A128,  Location: 0.20 MI N OF CO 5/11 (Lat: 38.860481,  Lng: -80.657311),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0009),  Features Intersected: A&O RR, Main Street,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4A129,  Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861219,  Lng: -80.655431),  Route carried "under" structure: County highway 510,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 0009),  Truck Traffic: 10%,  Features Intersected: Co 5/10 & Ltl Kanawha Rv,  Facility Carried by Structure: INTERSTATE 79 NBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4A13,  Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861500,  Lng: -80.655439),  Route carried "under" structure: County highway 510,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 0009),  Truck Traffic: 10%,  Features Intersected: Co 5/10 & Ltl Kanawha Rv,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4A131,  Location: 0.58 MI N OF CO 5/11 (Lat: 38.864169,  Lng: -80.650011),  Route carried "under" structure: County highway 100,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 0009),  Truck Traffic: 10%,  Features Intersected: I-79,  Facility Carried by Structure: I-79 NBL
Minimum Vertical Clearance: 12.93m (42.42ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 4A132,  Location: 0.58 MI N CO 5/11 SLS (Lat: 38.864411,  Lng: -80.650061),  Route carried "under" structure: County highway 100,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 0009),  Truck Traffic: 10%,  Features Intersected: I-79,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 12.62m (41.40ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11A105,  Location: 4.43 MI N CO 5/11 (Lat: 38.903500,  Lng: -80.610119),  Route carried "under" structure: County highway 3600,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 0009),  Features Intersected: Co 36,  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.258,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 11A106,  Location: 4.43 MI N CO 5/11 (Lat: 38.903700,  Lng: -80.610089),  Route carried "under" structure: County highway 3600,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 0009),  Features Intersected: Co 36,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.258,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 14.9m (48.9ft)