SR1535 over FALLING CREEK
Map
Coordinates:
+35.36560, -77.7299635°21'56" N, 77°43'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1535 over FALLING CREEK |
Structure number: | 000000001070074 |
Location: | 0.7 MI W JCT SR 1532 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 310 [as of 2013] |
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: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Fair | 310 | 84.9 |
September 2016 | Fair | Good | Good | Fair | 310 | 85.9 |
September 2014 | Fair | Good | Good | Fair | 310 | 85.9 |
September 2012 | Fair | Good | Good | Fair | 320 | 85.9 |
September 2010 | Fair | Good | Good | Satisfactory | 350 | 97.9 |
September 2008 | Fair | Good | Good | Satisfactory | 320 | 97.9 |
September 2006 | Fair | Good | Good | Satisfactory | 360 | 97.9 |
April 2004 | Fair | Good | Good | Satisfactory | 400 | 97.9 |
April 2002 | Fair | Good | Good | Satisfactory | 400 | 97.9 |
December 2000 | Fair | Good | Good | Satisfactory | 400 | 97.9 |
January 1998 | Good | Good | Good | Good | 480 | 96.8 |
January 1992 | Good | Good | Good | Good | 200 | 90.4 |