WV 115 over US 340 (T)
Map
Coordinates:
+39.27401, -77.8475239°16'26" N, 77°50'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 115 over US 340 (T) |
Structure number: | 00000000019A032 |
Location: | 0.16 MI S OF CR 115/4 SLS |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 260.2 ft. [79.3 m] |
Roadway width between curbs: | 46.9 ft. [14.3 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,610 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 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 |
---|
October 2018 | Fair | Fair | Good | Satisfactory | 3610 | 98.0 |
October 2016 | Fair | Fair | Good | Satisfactory | 11247 | 98.0 |
October 2014 | Fair | Satisfactory | Good | Good | 10500 | 99.0 |
October 2012 | Fair | Satisfactory | Good | Good | 14900 | 99.0 |
October 2010 | Good | Good | Good | Good | 15800 | 98.0 |
October 2008 | Good | Good | Good | Good | 14700 | 98.0 |
October 2006 | Good | Good | Good | Good | 14700 | 98.0 |
October 2004 | Good | Good | Good | Good | 14000 | 98.0 |
October 2002 | Good | Good | Good | Good | 10500 | 98.0 |
October 2000 | Good | Good | Good | Good | 10500 | 96.0 |
October 1998 | Good | Good | Good | Good | 9200 | 96.0 |
October 1996 | Good | Good | Good | Good | 10000 | 98.0 |
October 1994 | Good | Good | Good | Good | 10000 | 93.0 |
October 1992 | Good | Good | Very Good | Good | 8100 | 93.0 |