WV ROUTE 26 over CHEAT RIVER
Map
Coordinates:
+39.49472, -79.6452039°29'41" N, 79°38'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV ROUTE 26 over CHEAT RIVER |
Structure number: | 00000000039A051 |
Location: | 0.07 MI SOUTH CO RT 7/12 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 255.6 ft. [77.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,750 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 64.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,828,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Fair | 2750 | 64.3 |
May 2015 | Fair | Fair | Fair | Fair | 2700 | 64.4 |
May 2013 | Fair | Good | Satisfactory | Good | 3300 | 76.4 |
June 2011 | Fair | Good | Satisfactory | Good | 3300 | 76.4 |
April 2009 | Fair | Good | Satisfactory | Good | 3100 | 76.4 |
May 2007 | Fair | Good | Satisfactory | Good | 3100 | 76.4 |
June 2005 | Fair | Good | Satisfactory | Good | 3200 | 76.4 |
June 2003 | Fair | Good | Satisfactory | Good | 3200 | 76.4 |
May 2001 | Fair | Good | Satisfactory | Good | 3100 | 76.4 |
June 1999 | Fair | Good | Satisfactory | Good | 3200 | 76.4 |
June 1997 | Fair | Good | Satisfactory | Good | 3200 | 76.4 |
June 1995 | Fair | Good | Satisfactory | Good | 2700 | 76.4 |
June 1993 | Fair | Good | Satisfactory | Good | 3100 | 76.4 |
June 1991 | Good | Good | Good | Good | 3100 | 76.4 |