WV 115 F over EVITTS RUN
Map
Coordinates:
+39.25530, -77.8199739°15'19" N, 77°49'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 115 F over EVITTS RUN |
Structure number: | 00000000019A003 |
Location: | 0.08 MI N OF CR 27 SLS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 49.5 ft. [15.1 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 11,126 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 26.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,250,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Poor | Poor | Poor | 11126 | 26.2 |
October 2015 | Poor | Poor | Fair | Fair | 10500 | 41.2 |
October 2013 | Poor | Poor | Fair | Fair | 5000 | 43.2 |
October 2011 | Poor | Poor | Fair | Fair | 13800 | 46.7 |
October 2009 | Poor | Poor | Fair | Fair | 13800 | 46.5 |
October 2007 | Poor | Poor | Fair | Fair | 14700 | 46.5 |
October 2005 | Fair | Satisfactory | Satisfactory | Fair | 14000 | 58.5 |
October 2003 | Fair | Satisfactory | Satisfactory | Fair | 14000 | 61.2 |
October 2001 | Fair | Satisfactory | Satisfactory | Fair | 10500 | 61.2 |
October 1999 | Fair | Satisfactory | Satisfactory | Fair | 9200 | 61.2 |
October 1997 | Fair | Satisfactory | Satisfactory | Fair | 9200 | 51.2 |
October 1995 | Fair | Satisfactory | Satisfactory | Fair | 8600 | 51.2 |
October 1993 | Fair | Satisfactory | Satisfactory | Fair | 8100 | 51.2 |
October 1991 | Fair | Satisfactory | Fair | Fair | 8100 | 51.2 |