SR1305 over POCKET CREEK
Map
Coordinates:
+35.43784, -79.2625135°26'16" N, 79°15'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1305 over POCKET CREEK |
Structure number: | 000000001050050 |
Location: | 1.0 MI. E. JCT. SR1309 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 230 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 230 | 100.0 |
May 2016 | Good | Good | Good | Good | 230 | 100.0 |
May 2014 | Good | Good | Good | Good | 1600 | 92.6 |
August 2012 | Fair | Good | Fair | Fair | 480 | 29.8 |
July 2010 | Fair | Very Good | Satisfactory | Fair | 1700 | 22.5 |
August 2008 | Fair | Very Good | Satisfactory | Fair | 570 | 29.7 |
July 2006 | Good | Very Good | Good | Good | 1800 | 22.4 |
May 2004 | Good | Very Good | Good | Good | 1800 | 22.4 |
June 2002 | Fair | Very Good | Good | Fair | 700 | 29.6 |
April 2000 | Fair | Very Good | Very Good | Fair | 700 | 29.6 |
February 1998 | Fair | Very Good | Very Good | Fair | 500 | 49.0 |
March 1990 | Poor | Serious | Satisfactory | Poor | 300 | 26.7 |