Phillips Rd / 619 over Rans Creek
Map
Coordinates:
+36.89187, -80.6034036°53'31" N, 80°36'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Phillips Rd / 619 over Rans Creek |
Structure number: | 000000000007530 |
Location: | 1.00 RT 755; 0.10-Carr Co |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of corrrective action [3] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 53.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $452,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Fair | Satisfactory | 30 | 53.0 |
March 2017 | Fair | Good | Fair | Satisfactory | 30 | 52.3 |
March 2015 | Fair | Good | Fair | Satisfactory | 30 | 48.7 |
March 2014 | Fair | Good | Fair | Satisfactory | 33 | 48.7 |
March 2013 | Fair | Good | Fair | Satisfactory | 33 | 48.7 |
March 2012 | Fair | Very Good | Fair | Satisfactory | 33 | 48.7 |
March 2011 | Fair | Very Good | Fair | Satisfactory | 33 | 48.7 |
February 2009 | Fair | Very Good | Fair | Satisfactory | 33 | 48.5 |
February 2008 | Fair | Very Good | Fair | Satisfactory | 44 | 50.5 |
February 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 69.2 |
February 2003 | Fair | Satisfactory | Satisfactory | Good | 50 | 69.2 |
February 2001 | Fair | Satisfactory | Good | Good | 50 | 69.2 |
February 1999 | Fair | Satisfactory | Good | Good | 50 | 69.2 |
February 1997 | Fair | Satisfactory | Good | Good | 46 | 67.9 |
March 1995 | Fair | Satisfactory | Very Good | Good | 46 | 67.9 |
March 1994 | Good | Good | Very Good | Good | 44 | 67.9 |
March 1993 | Good | Good | Very Good | Good | 44 | 67.9 |
February 1992 | Good | Very Good | Very Good | Very Good | 43 | 56.0 |
February 1991 | Good | Very Good | Very Good | Very Good | 43 | 56.0 |