COUNTY ROUTE 54/4 over MUDDY CREEK
Map
Coordinates:
+37.74818, -80.6179137°44'53" N, 80°37'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 54/4 over MUDDY CREEK |
Structure number: | 00000000013A245 |
Location: | 0.25 Miles N. of WV 12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 48.6 ft. [14.8 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 21 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Good | 21 | 81.0 |
October 2013 | Good | Very Good | Good | Good | 20 | 81.0 |
October 2009 | Good | Very Good | Good | Good | 20 | 81.0 |
November 2007 | Good | Very Good | Good | Good | 20 | 81.0 |
December 2005 | Good | Excellent | Good | Good | 20 | 81.0 |