WV 9 (X) over US 340 (X)
Map
Coordinates:
+39.28067, -77.8388039°16'50" N, 77°50'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 9 (X) over US 340 (X) |
Structure number: | 00000000019A061 |
Location: | 0.32 Miles east of US 340 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 128.9 ft. [39.3 m] |
Total length: | 247.1 ft. [75.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,365 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Satisfactory | Good | 13365 | 93.1 |
February 2015 | Fair | Satisfactory | Satisfactory | Good | 11400 | 97.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 974 | 898 | 48 | 28 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,513 | 7,503 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,895 | 0 | 6,895 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 126 | 111 | 14 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 28 | 28 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 247 | 247 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 494 | 0 | 494 | 0 | 0 |