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

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Structure Number: 20A008,  Location: 0.05 MI N OF WV 62 (Lat: 38.382539,  Lng: -81.713461),  Route carried "on" structure: County highway 56,  Year Built: 1988,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,806 (year 2038),  Design Load: HS 20,  Features Intersected: LANDERS CREEK,  Facility Carried by Structure: COUNTY ROUTE 5/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $150,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A382,  Location: 1.62 MI E OF WV 25 (Lat: 38.373369,  Lng: -81.750361),  Route carried "on" structure: Interstate 64,  Year Built: 1966,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 87,360 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR25/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.042,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Culverts: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $175,000 ( Estimate for 2019)

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Structure Number: 20A783,  Location: 1.00 MILE EAST OF WV 25 (Lat: 38.377269,  Lng: -81.755069),  Route carried "on" structure: Interstate 6400,  Year Built: 1966,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 68,700 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 83,814 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CR 25/3,  Facility Carried by Structure: I-64 EBL &WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.044,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 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: 31.4m (103.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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,  Length Of Structure Improvement: 7.23m (23.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( 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: 20A785,  Location: 1.84 MILE E. OF WV 25 (Lat: 38.368581,  Lng: -81.744561),  Route carried "on" structure: Interstate 64,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 68,320 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CR 25/5 VALLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.396,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 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: 11.6m (38.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 20A803,  Location: 2.40 MILE E OF WV 25 (Lat: 38.362650,  Lng: -81.737389),  Route carried "on" structure: Interstate 6400,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 65,100 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 91,791 (year 2039),  Design Load: HL 93,  Features Intersected: CR 25/25 10TH ST.DUNBAR,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.297,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 33 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: 27.0m (88.6ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 20A842,  Location: 0.75 Mi E of I-64 Exit 53 (Lat: 38.361039,  Lng: -81.719361),  Route carried "on" structure: Interstate 640,  Year Built: 2010,  Status: Open,  Structure Length: 90.69m (297.54ft),  Average Daily Traffic: 78,553 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 47,275 (year 2038),  Design Load: HL 93,  Features Intersected: WV25,US60,KANAWHA RV,CSX,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 85.327,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 231.6m (759.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Latex Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A382,  Location: 1.62 MI E OF WV 25 (Lat: 38.222000,  Lng: -81.451000),  Route carried "under" structure: County highway 2518,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0013),  Truck Traffic: 8%,  Features Intersected: CR25/18,  Facility Carried by Structure: I-64 EBL & WBL.
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 20A783,  Location: 1.00 MILE EAST OF WV 25 (Lat: 38.377200,  Lng: -81.755000),  Route carried "under" structure: County highway 2503,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0007),  Features Intersected: CR 25/3,  Facility Carried by Structure: I-64 EBL &WBL
Minimum Vertical Clearance: 8.56m (28.08ft),  Kilometerpoint: 0.048,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 20A785,  Location: 1.84 MILE E. OF WV 25 (Lat: 38.368581,  Lng: -81.744561),  Route carried "under" structure: County highway 2505,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 794 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 25/5 VALLEY DRIVE,  Facility Carried by Structure: I-64 EBL'S & WBL'S
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 20A803,  Location: 2.40 MILE E OF WV 25 (Lat: 38.362000,  Lng: -81.737000),  Route carried "under" structure: County highway 2525,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,498 (year 0015),  Truck Traffic: 5%,  Features Intersected: CR 25/25 10TH ST.DUNBAR,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.161,  Lanes on structure: 6,  Lanes under structure: 3,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 20A842,  Location: 0.75 Mi E of I-64 Exit 53 (Lat: 38.361039,  Lng: -81.719361),  Route carried "under" structure: State highway 25,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: WV25,US60,KANAWHA RV,CSX,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 21.69m (71.16ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 231.6m (759.8ft)