Bridge Statistics for St. Albans, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 20A068,  Location: 0.05 MI N OF US 60 (Lat: 38.391667,  Lng: -81.831667),  Route carried "on" structure: Spur State highway 2500,  Year Built: 1934,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 41.67m (136.71ft),  Average Daily Traffic: 17,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,600 (year 2024),  Design Load: H 15,  Features Intersected: KANAWHA RIVER,  Facility Carried by Structure: WV 25 SPUR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Navigation Control: Yes ( Vertical Clearance: 24.3m (79.7ft), Horizontal Clearance: 131.0m (429.8ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 137.2m (450.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.67m (136.71ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: October 2003,  Bridge Improvement Cost: $40,000,000,  Roadway Improvement Cost: $10,000,000,  Total Project Cost: $50,000,000 ( 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: 20A17,  Location: 1.80 MI W OF CR 8 (Lat: 38.381667,  Lng: -81.823333),  Route carried "on" structure: County highway 6014,  Year Built: 1988,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 10,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,600 (year 2024),  Design Load: HS 25,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CR 060/14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $350,000 ( Estimate for 2005),  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: 20A322,  Location: 0.05 MI N OF CR 35/9 (Lat: 38.450000,  Lng: -81.836667),  Route carried "on" structure: US 3500,  Year Built: 1976,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 14,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,080 (year 2024),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 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: 36.6m (120.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $800,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A677,  Location: 0.01 MI S OF CR 17/1 (Lat: 38.398333,  Lng: -81.855000),  Route carried "on" structure: US 3500,  Year Built: 1992,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 12,500 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,750 (year 2024),  Design Load: HS 25,  Features Intersected: TACKETT CREEK,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2004,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A809,  Location: 0.11 MILE E OF CR 171 (Lat: 38.388333,  Lng: -81.838333),  Route carried "on" structure: US 6000,  Year Built: 2005,  Status: Open,  Structure Length: 19.29m (63.29ft),  Average Daily Traffic: 21,500 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,230 (year 2024),  Features Intersected: COAL RIVER,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 73.2m (240.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2007,  Underwater 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: 20A82,  Location: 0.42 MI E OF US 35 (Lat: 38.390000,  Lng: -81.840000),  Route carried "on" structure: US 6000,  Year Built: 2005,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 10,750 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,115 (year 2024),  Features Intersected: CSX RAIL ROAD,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.602,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 20A821,  Location: 0.42 MIL E OF US 35 (Lat: 38.390000,  Lng: -81.840000),  Route carried "on" structure: US 6000,  Year Built: 2005,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 10,750 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,115 (year 2024),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: US 60 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.602,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 20A921,  Location: 0.10 MI S OF US 60 (Lat: 38.386667,  Lng: -81.836667),  Route carried "on" structure: City street N1420,  Year Built: 1929,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 600 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 876 (year 2024),  Features Intersected: COUNTY ROUTE 6/6,  Facility Carried by Structure: THIRD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Inventory Rating: 21.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: Febuary 2007,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $120,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A922,  Location: 0.12 MI S OF US 60 (Lat: 38.386667,  Lng: -81.836667),  Route carried "on" structure: City street N1420,  Year Built: 1929,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 600 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 876 (year 2024),  Features Intersected: CR 6/6,  Facility Carried by Structure: FOURTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Inventory Rating: 21.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $120,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A298,  Location: 0.11 MI S OF US 60 (Lat: 38.386667,  Lng: -81.836667),  Route carried "under" structure: County highway 606,  Year Built: 1929,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,800 (year 2004),  Truck Traffic: 8%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 9.799,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 20A308,  Location: 0.29 MI N OF CR 60/14 (Lat: 38.391667,  Lng: -81.841667),  Route carried "under" structure: County highway 1701,  Year Built: 1918,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: CSX RR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 3.98m (13.06ft),  Kilometerpoint: 0.467,  Lanes under structure: 2,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 20A356,  Location: 0.04 MI W OF US 60 (Lat: 38.373333,  Lng: -81.781667),  Route carried "under" structure: County highway 6014,  Year Built: 1921,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,900 (year 2004),  Truck Traffic: 5%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.064,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 20A555,  Location: 0.07 MI. S. OF CR 6/7 (Lat: 38.363333,  Lng: -81.846667),  Route carried "under" structure: County highway 606,  Year Built: 1900,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 2,600 (year 2004),  Truck Traffic: 8%,  Features Intersected: CR 6/4,  Facility Carried by Structure: CR 6/6
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 4.891,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Wood or Timber,  Design/Construction: Tunnel,  Length of Maximum Span: 96.3m (315.9ft)

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Structure Number: 20A92,  Location: 0.70 MI E OF CR 6/6 (Lat: 38.383333,  Lng: -81.821667),  Route carried "under" structure: City street N1420,  Year Built: 1921,  Structure Length: 1.74m (5.71ft),  Features Intersected: WASHINGTON AVE.,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.06m (13.32ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Length of Maximum Span: 5.8m (19.0ft)

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Structure Number: 20A921,  Location: 0.10 MI S OF US 60 (Lat: 38.386667,  Lng: -81.836667),  Route carried "under" structure: County highway 606,  Year Built: 1929,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: THIRD AVENUE,  Facility Carried by Structure: THIRD AVENUE
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 20A922,  Location: 0.12 MI S OF US 60 (Lat: 38.386667,  Lng: -81.836667),  Route carried "under" structure: County highway 606,  Year Built: 1929,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: 1FOURTH AVE,  Facility Carried by Structure: FOURTH AVENUE
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 9.799,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.2m (26.9ft)