NC12 over CREEK OFF THE SLASH
Map
Coordinates:
+35.21243, -75.6988035°12'45" N, 75°41'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC12 over CREEK OFF THE SLASH |
Structure number: | 000000000550063 |
Location: | .08 MI.N. OF JCT.SR1241 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,100 [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: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 69.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Good | Fair | 3100 | 69.3 |
April 2016 | Fair | Good | Good | Fair | 3100 | 69.3 |
April 2014 | Fair | Good | Good | Fair | 2600 | 75.7 |
April 2012 | Fair | Good | Good | Fair | 3400 | 69.3 |
June 2010 | Good | Very Good | Very Good | Good | 3100 | 80.4 |
July 2008 | Good | Very Good | Very Good | Good | 4100 | 80.3 |
August 2006 | Good | Very Good | Very Good | Good | 4100 | 82.3 |
August 2004 | Good | Very Good | Very Good | Very Good | 4200 | 82.3 |