WV 09 X over WV 115 old route 9)
Map
Coordinates:
+39.36492, -77.8691539°21'54" N, 77°52'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 09 X over WV 115 old route 9) |
Structure number: | 00000000019A046 |
Location: | 2.25 MI W OF CR 08 SLS |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 146.0 ft. [44.5 m] |
Total length: | 353.0 ft. [107.6 m] |
Roadway width between curbs: | 59.1 ft. [18.0 m] |
Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 65° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,848 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Satisfactory | Satisfactory | 10848 | 98.0 |
January 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 12477 | 99.0 |
January 2014 | Good | Good | Very Good | Very Good | 11400 | 97.0 |
January 2012 | Good | Good | Very Good | Very Good | 9050 | 97.0 |
January 2010 | Good | Good | Very Good | Very Good | 9050 | 96.1 |
January 2008 | Good | Very Good | Excellent | Excellent | 9250 | 96.1 |
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. | 2,076 | 1,843 | 233 | 0 | 0 |
Steel Protective Coating | sq. ft. | 31,872 | 0 | 30,511 | 0 | 1,361 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,713 | 0 | 16,875 | 4,838 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 448 | 134 | 240 | 74 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 244 | 244 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 708 | 0 | 708 | 0 | 0 |