SR1345 over SANDY RUN
Map
Coordinates:
+35.53160, -77.5585835°31'54" N, 77°33'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1345 over SANDY RUN |
Structure number: | 000000000790030 |
Old structure number: | 000000000079030 (from 1992 edition) |
Location: | 1.0 MI. S. OF JCT. US 13 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Good | Good | Fair | 130 | 83.5 |
December 2015 | Fair | Good | Good | Satisfactory | 130 | 94.4 |
December 2013 | Good | Good | Good | Good | 130 | 94.4 |
January 2012 | Good | Good | Good | Good | 130 | 94.4 |
January 2010 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
March 2008 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
March 2006 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
November 2003 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
September 2002 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
August 2000 | Good | Very Good | Very Good | Very Good | 120 | 94.4 |
August 1997 | Poor | Poor | Fair | Poor | 70 | 37.9 |
January 1995 | Poor | Poor | Fair | Poor | 70 | 34.2 |
April 1994 | Poor | Poor | Fair | Poor | 70 | 34.2 |
March 1992 | Poor | Poor | Fair | Poor | 100 | 30.7 |
March 1991 | Poor | Poor | Fair | Poor | 80 | 32.1 |