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

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Structure Number: 34A013,  Location: 0.13 Miles S. of WV 55 (Lat: 38.363019,  Lng: -80.805411),  Route carried "on" structure: County highway 600,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 37 (year 2040),  Features Intersected: MCMILLION CREEK,  Facility Carried by Structure: COUNTY ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Serious,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $578,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 34A014,  Location: 0.01 Miles E. of US 19 (Lat: 38.326800,  Lng: -80.832519),  Route carried "on" structure: County highway 800,  Year Built: 1978,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,008 (year 2039),  Design Load: HS 20,  Features Intersected: MUDDLETY CREEK,  Facility Carried by Structure: COUNTY ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $135,000 ( Estimate for 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: 34A016,  Location: 0.43 Miles S. of WV 41 (Lat: 38.306839,  Lng: -80.822469),  Route carried "on" structure: County highway 1200,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 861 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,050 (year 2039),  Design Load: HS 20,  Features Intersected: GLADE CREEK,  Facility Carried by Structure: COUNTY ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $576,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34A026,  Location: 0.22 Miles N. of CR 19/66 (Lat: 38.240150,  Lng: -80.854361),  Route carried "on" structure: US 1900,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 42.70m (140.09ft),  Average Daily Traffic: 15,600 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 22,464 (year 2039),  Design Load: HS 20,  Features Intersected: SUMMERSVILLE LAKE,  Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 121.9m (399.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.61m (139.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: December 2018,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $2,227,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34A029,  Location: 0.18 Miles N. of CR 19/30 (Lat: 38.300050,  Lng: -80.915881),  Route carried "on" structure: County highway 1915,  Year Built: 1980,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 324 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 395 (year 2039),  Design Load: HS 20,  Features Intersected: PETERS CREEK,  Facility Carried by Structure: COUNTY ROUTE 19/15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: Bituminous

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Structure Number: 34A076,  Location: 0.17 Miles E. of CR 19/41 (Lat: 38.368311,  Lng: -80.820069),  Route carried "on" structure: State highway 5500,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,512 (year 2039),  Features Intersected: MUDDLETY CREEK,  Facility Carried by Structure: WV 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $498,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $786,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34A082,  Location: 0.01 Miles E. of US 19 (Lat: 38.310761,  Lng: -80.833461),  Route carried "on" structure: State highway 4100,  Year Built: 1978,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,317 (year 2039),  Design Load: HS 20,  Features Intersected: MUDDLETY CREEK,  Facility Carried by Structure: WV 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.308,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34A092,  Location: 1.01 Miles S. of CR 41/2 (Lat: 38.240381,  Lng: -80.854211),  Route carried "on" structure: US 1900,  Year Built: 1994,  Status: Open,  Structure Length: 45.27m (148.52ft),  Average Daily Traffic: 15,116 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 21,767 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SUMMERSVILLE LAKE,  Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: December 2018,  Bridge Improvement Cost: $63,000,  Total Project Cost: $70,000 ( Estimate for 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: 34A106,  Location: 0.87 Miles N. of CR 43/1 (Lat: 38.367900,  Lng: -80.828561),  Route carried "on" structure: US 1900,  Year Built: 1997,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 11,398 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,413 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WV 55,  Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.856,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34A107,  Location: 0.87 Miles S. of CR 43/1 (Lat: 38.368031,  Lng: -80.828750),  Route carried "on" structure: US 1900,  Year Built: 1997,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 5,450 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,069 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WV 55,  Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.856,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34A108,  Location: 0.04 Miles N. of WV 55 (Lat: 38.369250,  Lng: -80.826931),  Route carried "on" structure: US 1900,  Year Built: 1972,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 10,900 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,137 (year 2039),  Design Load: HS 20,  Features Intersected: ENOCH BRANCH,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.920,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: 34A115,  Location: 0.14 Miles S. of US 19 (Lat: 38.357881,  Lng: -80.837719),  Route carried "on" structure: County highway 4301,  Year Built: 1972,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 665 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 811 (year 2039),  Features Intersected: PEARSON BRANCH,  Facility Carried by Structure: COUNTY ROUTE 43/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Total Project Cost: $188,000 ( Estimate for 2020)

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Structure Number: 34A116,  Location: 0.55 Miles S. of CR 43/1 (Lat: 38.347861,  Lng: -80.836389),  Route carried "on" structure: US 1900,  Year Built: 1972,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 11,644 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,767 (year 2040),  Features Intersected: TROUT RUN,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.570,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 34A13,  Location: 1.36 Miles E. of US 19 (Lat: 38.266169,  Lng: -80.816961),  Route carried "on" structure: State highway 3900,  Year Built: 2006,  Status: Open,  Structure Length: 45.32m (148.69ft),  Average Daily Traffic: 4,395 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,362 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GAULEY RIVER,  Facility Carried by Structure: WV 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.3 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 34A106,  Location: 0.87 Miles N. of CR 43/1 (Lat: 38.367903,  Lng: -80.828564),  Route carried "under" structure: State highway 5500,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 0012),  Truck Traffic: 11%,  Features Intersected: WV 55,  Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 34A107,  Location: 0.87 Miles S. of CR 43/1 (Lat: 38.368036,  Lng: -80.828758),  Route carried "under" structure: State highway 5500,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 0012),  Truck Traffic: 11%,  Features Intersected: WV 55,  Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 41.0m (134.5ft)