SR1514 over STACK ROCK CREEK
Map
Coordinates:
+36.08748, -81.8185336°05'15" N, 81°49'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1514 over STACK ROCK CREEK |
Structure number: | 000000000110095 |
Location: | .7 MI.E.JCT.US221 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 160 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 71.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Fair | Good | 160 | 71.4 |
May 2015 | Fair | Good | Satisfactory | Good | 160 | 82.4 |
May 2013 | Fair | Good | Satisfactory | Good | 160 | 81.5 |
May 2011 | Fair | Good | Good | Fair | 160 | 68.2 |
May 2009 | Fair | Good | Good | Satisfactory | 160 | 79.0 |
April 2007 | Fair | Good | Good | Satisfactory | 160 | 79.9 |
April 2005 | Fair | Very Good | Good | Satisfactory | 160 | 79.0 |
April 2003 | Fair | Very Good | Good | Satisfactory | 160 | 79.0 |
May 2001 | Fair | Very Good | Good | Satisfactory | 80 | 83.1 |
May 1999 | Fair | Very Good | Good | Satisfactory | 80 | 83.1 |
July 1991 | Fair | Very Good | Good | Satisfactory | 90 | 88.3 |