SR1319 over POTATO CREEK
Map
Coordinates:
+36.55042, -81.2639536°33'02" N, 81°15'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1319 over POTATO CREEK |
Structure number: | 000000000050142 |
Location: | .5 MI.S.JCT.SR1317 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 50.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Poor | Satisfactory | Fair | 30 | 50.5 |
August 2016 | Poor | Poor | Fair | Poor | 30 | 39.5 |
August 2014 | Poor | Serious | Fair | Serious | 30 | 33.0 |
August 2012 | Fair | Good | Fair | Fair | 30 | 53.5 |
August 2010 | Fair | Fair | Good | Fair | 30 | 52.3 |
July 2008 | Fair | Fair | Good | Fair | 30 | 52.3 |
August 2006 | Fair | Fair | Good | Satisfactory | 30 | 62.3 |
July 2004 | Fair | Fair | Good | Satisfactory | 30 | 62.3 |
July 2002 | Fair | Fair | Good | Satisfactory | 50 | 62.3 |
August 2000 | Fair | Fair | Good | Satisfactory | 50 | 62.3 |
July 1998 | Fair | Fair | Good | Satisfactory | 50 | 62.3 |
June 1990 | Fair | Good | Good | Satisfactory | 70 | 59.3 |