460 WBL/ Va. Ave. over NEW RIVER
Map
Coordinates:
+37.37141, -80.8657737°22'17" N, 80°51'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 460 WBL/ Va. Ave. over NEW RIVER |
Structure number: | 000000000008376 |
Location: | 2.14-Rt 219; 0.46-WVALine |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 1652.6 ft. [503.7 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 17 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,853 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 4853 | 90.9 |
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 4853 | 91.9 |
March 2014 | Fair | Satisfactory | Satisfactory | Good | 4614 | 92.9 |
March 2012 | Fair | Satisfactory | Satisfactory | Good | 4614 | 92.9 |
March 2010 | Fair | Satisfactory | Satisfactory | Good | 4614 | 54.4 |
March 2008 | Fair | Satisfactory | Satisfactory | Good | 4614 | 54.4 |
March 2006 | Fair | Satisfactory | Satisfactory | Good | 4734 | 54.3 |
April 2004 | Fair | Satisfactory | Satisfactory | Good | 4705 | 54.3 |
April 2002 | Fair | Satisfactory | Satisfactory | Good | 4718 | 70.1 |
August 2000 | Fair | Satisfactory | Satisfactory | Good | 5658 | 68.0 |
August 1998 | Fair | Fair | Satisfactory | Good | 5658 | 67.0 |
June 1996 | Fair | Fair | Satisfactory | Good | 5000 | 67.1 |
May 1994 | Fair | Fair | Good | Good | 5000 | 90.6 |
August 1993 | Fair | Fair | Good | Good | 5000 | 90.6 |
May 1992 | Fair | Fair | Good | Good | 4245 | 90.7 |
April 1990 | Fair | Fair | Good | Good | 4245 | 90.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 6,600 | 6,501 | 0 | 61 | 38 |
Steel Protective Coating | sq. ft. | 120,000 | 119,988 | 0 | 0 | 12 |
Deck |
Reinforced Concrete Deck | sq. ft. | 61,207 | 57,531 | 3,596 | 80 | 0 |
Wearing Surfaces | sq. ft. | 54,764 | 46,864 | 7,900 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 23 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 93 | 73 | 19 | 1 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 134 | 51 | 43 | 40 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 468 | 464 | 4 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 37 | 37 | 0 | 0 | 0 |
Compression Joint | linear ft. | 111 | 0 | 39 | 0 | 72 |
Assembly without Seal Joint | linear ft. | 74 | 35 | 39 | 0 | 0 |
Bearings |
Movable Bearing | each | 44 | 30 | 0 | 12 | 2 |
Steel Protective Coating | sq. ft. | 132 | 102 | 0 | 0 | 30 |
Fixed Bearing | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 36 | 35 | 0 | 0 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 3,300 | 3,215 | 61 | 24 | 0 |