Wards Fk Mill Road over Wards Fork Creek
Map
Coordinates:
+37.13096, -78.6596237°07'51" N, 78°39'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wards Fk Mill Road over Wards Fork Creek |
Structure number: | 000000000004945 |
Location: | 0.02 TO 761 - 0.28 TO 47 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 140 [as of 2014] |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 66.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $423,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Fair | Fair | 140 | 66.5 |
August 2016 | Fair | Satisfactory | Fair | Satisfactory | 140 | 76.4 |
August 2014 | Fair | Satisfactory | Fair | Satisfactory | 140 | 76.4 |
August 2012 | Fair | Satisfactory | Fair | Satisfactory | 199 | 76.3 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 199 | 87.4 |
August 2008 | Fair | Satisfactory | Satisfactory | Fair | 199 | 79.3 |
September 2006 | Fair | Satisfactory | Satisfactory | Fair | 171 | 76.4 |
September 2004 | Fair | Satisfactory | Satisfactory | Fair | 171 | 76.4 |
August 2002 | Fair | Satisfactory | Good | Satisfactory | 171 | 87.4 |
October 2000 | Fair | Satisfactory | Good | Satisfactory | 155 | 87.4 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 155 | 82.4 |
August 1996 | Good | Good | Good | Good | 129 | 82.4 |
October 1994 | Good | Very Good | Very Good | Good | 129 | 82.4 |
August 1992 | Good | Very Good | Very Good | Good | 128 | 82.4 |
July 1990 | Fair | Good | Very Good | Fair | 128 | 71.4 |