NC343 over SAWYER CREEK
Map
Coordinates:
+36.33221, -76.1792136°19'56" N, 76°10'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC343 over SAWYER CREEK |
Structure number: | 000000000290020 |
Location: | 0.5 MI NORTH OF JCT US158 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
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: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 2800 | 97.2 |
November 2016 | Good | Very Good | Very Good | Good | 5500 | 96.7 |
November 2014 | Good | Good | Good | Good | 4200 | 97.0 |
November 2012 | Good | Good | Good | Good | 4200 | 97.0 |
March 2012 | Good | Good | Good | Good | 4200 | 97.0 |
November 2010 | Poor | Fair | Poor | Poor | 4000 | 46.6 |
November 2008 | Poor | Fair | Fair | Poor | 5400 | 45.8 |
December 2006 | Poor | Fair | Poor | Poor | 5900 | 43.0 |
October 2004 | Poor | Fair | Poor | Poor | 5900 | 43.0 |
December 2002 | Poor | Fair | Poor | Poor | 5000 | 43.6 |
December 2000 | Poor | Fair | Poor | Poor | 4300 | 44.0 |
December 1998 | Poor | Fair | Poor | Poor | 4200 | 44.1 |
November 1990 | Fair | Fair | Satisfactory | Fair | 2200 | 66.2 |