WV 72 over CLOVER RUN
Map
Coordinates:
+39.16585, -79.7116739°09'57" N, 79°42'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 72 over CLOVER RUN |
Structure number: | 00000000047A048 |
Location: | 0.15 MI. S. WV 38 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 154.5 ft. [47.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Closed Grating [4] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,246 [as of 2017] |
Truck traffic: | 12% 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1246 | 95.3 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1224 | 95.3 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 95.3 |
August 2012 | Fair | Good | Good | Satisfactory | 1100 | 95.3 |
August 2010 | Fair | Good | Good | Fair | 1100 | 84.3 |
August 2008 | Fair | Good | Good | Fair | 1000 | 85.3 |
August 2006 | Fair | Good | Good | Fair | 1200 | 84.3 |
September 2004 | Fair | Good | Good | Fair | 1200 | 84.3 |
September 2002 | Fair | Good | Good | Fair | 1200 | 84.3 |
September 2000 | Fair | Good | Good | Satisfactory | 1400 | 95.3 |
September 1998 | Fair | Good | Good | Satisfactory | 1400 | 95.3 |
September 1996 | Fair | Good | Good | Satisfactory | 1700 | 95.3 |
September 1994 | Poor | Poor | Satisfactory | Satisfactory | 1900 | 77.5 |
September 1992 | Fair | Fair | Satisfactory | Satisfactory | 1900 | 79.5 |
September 1990 | Fair | Fair | Satisfactory | Satisfactory | 1500 | 79.5 |