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: 37.793333,  Lng: -81.216667),  Route carried "on" structure: State highway 300,  Year Built: 1983,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2026),  Design Load: HS 20,  Features Intersected: I-77 NB & SB,  Facility Carried by Structure: WV RT 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.860,  Lanes on structure: 6,  Lanes under structure: 4,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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: 37.766667,  Lng: -81.200000),  Route carried "on" structure: State highway 1600,  Year Built: 1958,  Status: Posted for load-capacity,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 27,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,990 (year 2026),  Design Load: H 20,  Features Intersected: COVA ST.,  Facility Carried by Structure: WV. 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.532,  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $650,000 ( Estimate for 2007),  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: 37.773333,  Lng: -81.196667),  Route carried "on" structure: State highway 1600,  Year Built: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,565 (year 2026),  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: 27.804,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.0 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2008,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $440,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A086,  Location: 0.07 MI. E. OF CR. 21/3 (Lat: 37.795000,  Lng: -81.176667),  Route carried "on" structure: County highway 1908,  Year Built: 1955,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 10,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,385 (year 2026),  Design Load: HS 15,  Features Intersected: ABANDONED C&O RAILROAD,  Facility Carried by Structure: COUNTY ROUTE 19/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  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: 17.7m (58.1ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $900,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41A178,  Location: 0.36 MI. E. OF CR. 3/18 (Lat: 37.773333,  Lng: -81.220000),  Route carried "on" structure: County highway 321,  Year Built: 1983,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 18,000 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: I-77,  Facility Carried by Structure: CR 3/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 0.06 MI N OF WV 210 (Lat: 37.790000,  Lng: -81.183333),  Route carried "on" structure: State highway 1600,  Year Built: 1988,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 31,000 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,500 (year 2023),  Design Load: HS 20,  Features Intersected: LITTLE WHITESTICK CREEK,  Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.911,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: 37.780000,  Lng: -81.221667),  Route carried "on" structure: Interstate 7700,  Year Built: 1984,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 22,000 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 46,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CABELL RD, WHITESTICK,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.136,  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: 32 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: 35.7m (117.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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,  Inspection Date: June 2006,  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: 37.758333,  Lng: -81.213333),  Route carried "on" structure: Interstate 7700,  Year Built: 1984,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WV. 16,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.578,  Lanes on structure: 3,  Lanes under structure: 8,  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: 27.1m (88.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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 2006,  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: 37.806667,  Lng: -81.181667),  Route carried "on" structure: County highway 800,  Year Built: 1996,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 11,500 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,786 (year 2023),  Design Load: HS 25,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2006,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2007),  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: 41A027,  Location: 0.13 MI E OF CR 3/49 (Lat: 37.793333,  Lng: -81.216667),  Route carried "under" structure: Interstate 7700,  Year Built: 1983,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 44,000 (year 2006),  Truck Traffic: 17%,  Features Intersected: WV RT 3,  Facility Carried by Structure: WV RT 3
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 71.713,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 41A073,  Location: 0.38 MI. N. OF CR 16/6 (Lat: 37.766667,  Lng: -81.200000),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 100 (year 2006),  Features Intersected: WV.16,  Facility Carried by Structure: WV. 16
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 41A075,  Location: 0.03 MI S OF CR 3/71 (Lat: 37.788333,  Lng: -81.190000),  Route carried "under" structure: State highway 1600,  Year Built: 1950,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 28,000 (year 2003),  Truck Traffic: 6%,  Features Intersected: BECKLEY BIKE TRAIL,  Facility Carried by Structure: BECKLEY BIKE TRAIL
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 29.396,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 41A178,  Location: 0.36 MI. E. OF CR. 3/18 (Lat: 37.773333,  Lng: -81.220000),  Route carried "under" structure: Interstate 7700,  Year Built: 1983,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 44,000 (year 2005),  Truck Traffic: 16%,  Features Intersected: CR. 3/21,  Facility Carried by Structure: CR 3/2
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 69.364,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 41A219,  Location: 0.99 MI. N. OF WV. 3 (Lat: 37.780000,  Lng: -81.221667),  Route carried "under" structure: County highway 1801,  Year Built: 1984,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 100 (year 2003),  Features Intersected: I-77 N.,  Facility Carried by Structure: I-77 N
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 157.6m (517.1ft)

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Structure Number: 41A22,  Location: WV ROUTE 16 (Lat: 37.758333,  Lng: -81.213333),  Route carried "under" structure: State highway 1600,  Year Built: 1984,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 17,500 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-77,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 25.133,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 105.2m (345.1ft)

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Structure Number: 41A22,  Location: WV ROUTE 16 (Lat: 37.758333,  Lng: -81.213333),  Route carried "under" structure: Other road 1616,  Year Built: 1984,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 100 (year 2006),  Features Intersected: I-77,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 105.2m (345.1ft)