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

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Structure Number: 41A027,  Location: 0.13 MI E OF CR 3/49 (Lat: 37.793281,  Lng: -81.216850),  Route carried "on" structure: State highway 300,  Year Built: 1983,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,962 (year 2039),  Design Load: HS 20,  Features Intersected: I-77/64 TPK,  Facility Carried by Structure: WV RT 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.872,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,500,000,  Total Project Cost: $1,500,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A073,  Location: 0.38 MI. N. OF CR 16/6 (Lat: 37.765531,  Lng: -81.201339),  Route carried "on" structure: State highway 1600,  Year Built: 1958,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 16,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,010 (year 2039),  Design Load: H 20,  Features Intersected: Cova Street,  Facility Carried by Structure: WV. 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.538,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 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: 14.6m (47.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $4,000,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A074,  Location: 0.09 MI. N. OF WV. 3 (Lat: 37.773850,  Lng: -81.194789),  Route carried "on" structure: State highway 1600,  Year Built: 1959,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,160 (year 2038),  Design Load: H 20,  Features Intersected: BECKLEY BIKE & PED TRAIL,  Facility Carried by Structure: WV. RTE. 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.809,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $1,250,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A082,  Location: 0.01 MI N OF CR 19/42 (Lat: 37.757111,  Lng: -81.156739),  Route carried "on" structure: US 1900,  Year Built: 1954,  Status: Posted for load,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 15,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,026 (year 2038),  Design Load: HS 15,  Features Intersected: PINEY CREEK,  Facility Carried by Structure: US 19 & WV 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.094,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $3,600,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A086,  Location: 0.07 MI. E. OF CR. 21/3 (Lat: 37.793619,  Lng: -81.174681),  Route carried "on" structure: County highway 1908,  Year Built: 1955,  Status: Posted for load,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 9,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,560 (year 2039),  Design Load: HS 15,  Features Intersected: Rails to Trails,  Facility Carried by Structure: COUNTY ROUTE 19/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 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: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $3,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A162,  Location: 0.24 MI E OF US 19 (Lat: 37.767750,  Lng: -81.156600),  Route carried "on" structure: US 1900,  Year Built: 1988,  Status: Posted for load,  Structure Length: 53.94m (176.97ft),  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,922 (year 2039),  Design Load: HS 20,  Features Intersected: PINEY CREEK,  Facility Carried by Structure: US 19 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 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: 41A172,  Location: 0.03 MI.W.OF US 19 (Lat: 37.761831,  Lng: -81.146650),  Route carried "on" structure: Interstate 6400,  Year Built: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 8,650 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 10,899 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 19 Connector,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.915,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 41A188,  Location: 0.03 MI.W.OF US 19 (Lat: 37.761969,  Lng: -81.146919),  Route carried "on" structure: Interstate 6400,  Year Built: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 8,650 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 10,899 (year 2038),  Design Load: HS 20,  Features Intersected: US 19 Connector,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.915,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A198,  Location: 0.01 Mi. S. Of CR. 16/19 (Lat: 37.789200,  Lng: -81.185300),  Route carried "on" structure: State highway 1600,  Year Built: 1988,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 23,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,114 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE WHITESTICK CREEK,  Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.918,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.27m (4.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,750,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A219,  Location: 0.99 MI. N. OF WV. 3 (Lat: 37.780400,  Lng: -81.220861),  Route carried "on" structure: Interstate 7700,  Year Built: 1984,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 21,801 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 43,820 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Cabell Rd, CSX RR,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.151,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: September 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: 41A22,  Location: WV ROUTE 16 (Lat: 37.758569,  Lng: -81.212669),  Route carried "on" structure: Interstate 7700,  Year Built: 1984,  Status: Open,  Structure Length: 10.54m (34.58ft),  Average Daily Traffic: 13,195 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 27,709 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: PEMBERTON ROAD AND RT 16,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.592,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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: 41A226,  Location: 0.30 MI. N. WV. 16 (Lat: 37.762411,  Lng: -81.214469),  Route carried "on" structure: Interstate 7700,  Year Built: 1984,  Status: Open,  Structure Length: 10.54m (34.58ft),  Average Daily Traffic: 18,517 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,886 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 16 CONNECTOR,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.075,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: 41A228,  Location: 1.11 MI N OF I-64 (Lat: 37.743311,  Lng: -81.208231),  Route carried "on" structure: Interstate 7700,  Year Built: 1985,  Status: Open,  Structure Length: 11.39m (37.37ft),  Average Daily Traffic: 44,828 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 49,352 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PINEY CREEK & CSX RR,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.710,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  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: 45.9m (150.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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: October 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: 41A229,  Location: 0.99 MI S OF RT 3 I/C (Lat: 37.780469,  Lng: -81.221211),  Route carried "on" structure: Interstate 7700,  Year Built: 1985,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 21,801 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 43,602 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WHITESTICK CRK/CABELL RD,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.151,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A237,  Location: 1.38 MI N OF WV RT 3 (Lat: 37.810311,  Lng: -81.212469),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1996,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 2,644 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,552 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I77 EXIT 45 ACCESS RD 8,  Facility Carried by Structure: ACCESS RD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.724,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A238,  Location: 1.02 MI N OF WV RT 3 (Lat: 37.804881,  Lng: -81.213339),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1996,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,250 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: ACC RD 2,I77,BECKLEY I/C,  Facility Carried by Structure: ACCESS RD 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.563,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A265,  Location: 0.10 MI. EAST OF US 19 (Lat: 37.806289,  Lng: -81.182811),  Route carried "on" structure: County highway 800,  Year Built: 1996,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,308 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CRANBERRY CREEK,  Facility Carried by Structure: CO 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,000,000 ( 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: 41A266,  Location: 0.11 MI NORTH OF US 19 (Lat: 37.794981,  Lng: -81.172539),  Route carried "on" structure: State highway 4100,  Year Built: 1996,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,332 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CRANBERRY CREEK,  Facility Carried by Structure: WV 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,500,000 ( 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: 41A303,  Location: 0.04 MI WEST OF CO 19/67 (Lat: 37.788350,  Lng: -81.183211),  Route carried "on" structure: County highway 1602,  Year Built: 2004,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 920 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE WHITESTICK CREEK,  Facility Carried by Structure: CO 16/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Excellent,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A304,  Location: 0.03 MI NORTH OF CO 16/2 (Lat: 37.789000,  Lng: -81.184069),  Route carried "on" structure: County highway 1966,  Year Built: 2003,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 37 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE WHITESTICK CREEK,  Facility Carried by Structure: CO 19/66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Good,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41A305,  Location: 0.03 Mi South of Co 16/2 (Lat: 37.787869,  Lng: -81.182689),  Route carried "on" structure: County highway 1967,  Year Built: 2004,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 18 (year 2039),  Design Load: HS 20,  Features Intersected: Little Whitestick Creek,  Facility Carried by Structure: Co. 19/67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Excellent,  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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41A306,  Location: 0.01 MI N OF CR 19/88 (Lat: 37.787439,  Lng: -81.180711),  Route carried "on" structure: County highway 1945,  Year Built: 2000,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 276 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WHITESTICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 19/45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A307,  Location: 0.02 MI W OF CR 19/45 (Lat: 37.787039,  Lng: -81.181019),  Route carried "on" structure: County highway 1987,  Year Built: 2000,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 147 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Whitestick Creek,  Facility Carried by Structure: COUNTY ROUTE 19/87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A308,  Location: 0.04 Mi. N. of Co. 119/12 (Lat: 37.789331,  Lng: -81.172489),  Route carried "on" structure: US 1900,  Year Built: 1999,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,600 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Whitestick Creek,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.570,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2021

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Structure Number: 41A309,  Location: 0.06 MI EAST OF US 19 (Lat: 37.810669,  Lng: -81.184269),  Route carried "on" structure: County highway 2101,  Year Built: 1995,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 184 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WHITESTICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 21/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A312,  Location: 0.4 Miles South Of WV 41 (Lat: 37.790269,  Lng: -81.162961),  Route carried "on" structure: US 1900,  Year Built: 2011,  Status: Open,  Structure Length: 36.82m (120.80ft),  Average Daily Traffic: 15,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,026 (year 2038),  Design Load: HL 93,  Features Intersected: Cranberry Creek,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.287,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 85.3m (279.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 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: 41A318,  Location: 0.05 Mi. N. of US 19 (Lat: 37.789611,  Lng: -81.173400),  Route carried "on" structure: County highway 11912,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 147 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Whitestick Creek,  Facility Carried by Structure: CO 119/12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 41A027,  Location: 0.13 MI E OF CR 3/49 (Lat: 37.793100,  Lng: -81.216511),  Route carried "under" structure: Interstate 7700,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 0009),  Truck Traffic: 17%,  Features Intersected: I-77/64 TPK,  Facility Carried by Structure: WV RT 3
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 71.728,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 41A073,  Location: 0.38 MI. N. OF CR 16/6 (Lat: 37.765531,  Lng: -81.201339),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0009),  Features Intersected: Cova Street,  Facility Carried by Structure: WV. 16
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 41A075,  Location: 0.03 MI S OF CR 3/71 (Lat: 37.786200,  Lng: -81.189000),  Route carried "under" structure: State highway 1600,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: WV16,  Facility Carried by Structure: BECKLEY BIKE TRAIL
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 29.403,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 41A172,  Location: 0.03 MI.W.OF US 19 (Lat: 37.761819,  Lng: -81.146639),  Route carried "under" structure: Ramp US 1900,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 0009),  Truck Traffic: 8%,  Features Intersected: US 19 Connector,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.432,  Lanes on structure: 4,  Lanes under structure: 3,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 41A188,  Location: 0.03 MI.W.OF US 19 (Lat: 37.761969,  Lng: -81.146919),  Route carried "under" structure: Ramp US 1900,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 0009),  Truck Traffic: 8%,  Features Intersected: US 19 Connector,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 3,  Length of Maximum Span: 24.1m (79.1ft)

Structure Number: 41A219,  Location: 0.99 MI. N. OF WV. 3,  Route carried "under" structure: County highway 1801,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0006),  Features Intersected: Cabell Rd, CSX RR,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 35.8m (117.5ft)

Structure Number: 41A22,  Location: WV ROUTE 16,  Route carried "under" structure: State highway 1600,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 0006),  Truck Traffic: 6%,  Features Intersected: PEMBERTON ROAD AND RT 16,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 25.138,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Length of Maximum Span: 27.3m (89.6ft)

Structure Number: 41A22,  Location: WV ROUTE 16,  Route carried "under" structure: ServiceOther road 1616,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0006),  Features Intersected: PEMBERTON ROAD AND RT 16,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 27.3m (89.6ft)

Structure Number: 41A226,  Location: 0.30 MI. N. WV. 16,  Route carried "under" structure: Ramp State highway 1600,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 0006),  Truck Traffic: 2%,  Features Intersected: ROUTE 16 CONNECTOR,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 41A237,  Location: 1.38 MI N OF WV RT 3 (Lat: 37.810311,  Lng: -81.212469),  Route carried "under" structure: Interstate 7700,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 38,100 (year 0006),  Truck Traffic: 6%,  Features Intersected: I77 EXIT 45 ACCESS RD 8,  Facility Carried by Structure: ACCESS RD 8
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 73.724,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 41A238,  Location: 1.02 MI N OF WV RT 3 (Lat: 37.804881,  Lng: -81.213339),  Route carried "under" structure: Ramp Interstate 7700,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 3,131 (year 0006),  Truck Traffic: 37%,  Features Intersected: ACC RD 2,I77,BECKLEY I/C,  Facility Carried by Structure: ACCESS RD 2
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 72.968,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On Interstate toll segment,  Length of Maximum Span: 26.2m (86.0ft)