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

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Structure Number: 20A079,  Location: 0.94 MI N OF CR 27 (Lat: 38.425181,  Lng: -81.560731),  Route carried "on" structure: County highway 273,  Year Built: 1979,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 60 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7 (year 2038),  Design Load: HS 20,  Features Intersected: CHAPPS BR OF COOPERS CK,  Facility Carried by Structure: CR 27/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A081,  Location: 0.03 MI W OF CR 41 (Lat: 38.454219,  Lng: -81.563831),  Route carried "on" structure: County highway 28,  Year Built: 1993,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 366 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: COOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A118,  Location: 0.03 MI E OF CR 46/3 (Lat: 38.381481,  Lng: -81.524861),  Route carried "on" structure: County highway 4800,  Year Built: 1990,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 976 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK,  Facility Carried by Structure: COUNTY RT 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A498,  Location: 3.30 MI N OF US 119 (Lat: 38.416000,  Lng: -81.546781),  Route carried "on" structure: Interstate 79,  Year Built: 1978,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 10,850 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 13,237 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WV 114
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $850,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A499,  Location: 3.30 MI N OF US 119 (Lat: 38.416119,  Lng: -81.546989),  Route carried "on" structure: Interstate 79,  Year Built: 1978,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 10,850 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 13,237 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WV 114
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $650,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A5,  Location: 0.29 MI N OF WV 114 (Lat: 38.419639,  Lng: -81.544561),  Route carried "on" structure: Interstate 79,  Year Built: 1978,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 18,900 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 13,692 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.948,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A53,  Location: 0.02 MI N OF CR 49 (Lat: 38.404489,  Lng: -81.541519),  Route carried "on" structure: State highway 114,  Year Built: 1979,  Status: Open,  Structure Length: 21.83m (71.62ft),  Average Daily Traffic: 3,632 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,431 (year 2040),  Design Load: HS 20,  Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.83m (71.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A578,  Location: 0.03 MI S OF 41/3 SLS (Lat: 38.407350,  Lng: -81.541869),  Route carried "on" structure: State highway 114,  Year Built: 1977,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,030 (year 2038),  Design Load: H 20,  Features Intersected: COOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 20A579,  Location: 0.02 MI N OF CR 41 (Lat: 38.415419,  Lng: -81.546031),  Route carried "on" structure: State highway 114,  Year Built: 1977,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,710 (year 2038),  Features Intersected: COOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.006,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 20A58,  Location: 0.16 MI S OF CR 41 (Lat: 38.418669,  Lng: -81.544919),  Route carried "on" structure: Interstate 79,  Year Built: 1977,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 21,700 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,474 (year 2038),  Features Intersected: COOPERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 20A81,  Location: 0.38 MI N. OF CR 51/1 (Lat: 38.387050,  Lng: -81.559611),  Route carried "on" structure: State highway 114,  Year Built: 2003,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 4,800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,856 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A825,  Location: 2.08 MILE NORTH OF CR 27 (Lat: 38.443919,  Lng: -81.567481),  Route carried "on" structure: County highway 11914,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 305 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: CR 119/14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.934,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Other Coated Reinforcing

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Structure Number: 20A826,  Location: 0.23 MI EAST OF CR 48/1 (Lat: 38.381600,  Lng: -81.531539),  Route carried "on" structure: County highway 48,  Year Built: 2007,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 976 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 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: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A833,  Location: 0.02 MILE S. OF CR 41 (Lat: 38.443419,  Lng: -81.562311),  Route carried "on" structure: County highway 11914,  Year Built: 2009,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 327 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COOPERS CREEK,  Facility Carried by Structure: CR 119/14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A868,  Location: 0.04 MI S OF US 119 (Lat: 38.399431,  Lng: -81.579139),  Route carried "on" structure: County highway 21932,  Year Built: 2015,  Status: Open,  Structure Length: 14.40m (47.24ft),  Average Daily Traffic: 60 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 78 (year 2038),  Design Load: HL 93,  Features Intersected: ELK RIVER,  Facility Carried by Structure: CR 219/32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 94.5m (310.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A498,  Location: 3.30 MI N OF US 119 (Lat: 38.416000,  Lng: -81.546781),  Route carried "under" structure: State highway 11400,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,891 (year 0013),  Truck Traffic: 6%,  Features Intersected: WV 114,  Facility Carried by Structure: I-79 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.086,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 20A499,  Location: 3.30 MI N OF US 119 (Lat: 38.416119,  Lng: -81.546989),  Route carried "under" structure: State highway 11400,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,891 (year 0013),  Truck Traffic: 5%,  Features Intersected: WV 114,  Facility Carried by Structure: I-79 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.118,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 20A5,  Location: 0.29 MI N OF WV 114 (Lat: 38.419639,  Lng: -81.544561),  Route carried "under" structure: County highway 4100,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,748 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 41,  Facility Carried by Structure: I-79 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 24.4m (80.1ft)