NC242 over TURNBULL CREEK
Map
Coordinates:
+34.79336, -78.5864734°47'36" N, 78°35'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC242 over TURNBULL CREEK |
Structure number: | 000000000170025 |
Old structure number: | 000000000017025 (from 1992 edition) |
Location: | 0.5 MI. S. JCT. SR1002 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 97.1 ft. [29.6 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2013] |
Truck traffic: | 7% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 98.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 1200 | 98.7 |
January 2016 | Good | Very Good | Very Good | Very Good | 1200 | 98.7 |
January 2014 | Good | Good | Good | Good | 1200 | 98.3 |
June 2011 | Poor | Fair | Poor | Poor | 1100 | 15.9 |
June 2009 | Fair | Satisfactory | Fair | Fair | 1100 | 56.6 |
January 2008 | Poor | Satisfactory | Poor | Fair | 1200 | 40.8 |
July 2006 | Poor | Satisfactory | Poor | Fair | 1200 | 40.8 |
January 2004 | Poor | Satisfactory | Poor | Fair | 1200 | 40.8 |
January 2002 | Poor | Satisfactory | Poor | Fair | 1200 | 40.8 |
February 2000 | Fair | Satisfactory | Fair | Fair | 1200 | 54.6 |
February 1998 | Fair | Satisfactory | Fair | Fair | 930 | 51.7 |
January 1996 | Fair | Satisfactory | Fair | Fair | 930 | 51.7 |
January 1994 | Fair | Satisfactory | Fair | Fair | 1000 | 47.1 |
January 1992 | Fair | Satisfactory | Fair | Fair | 800 | 51.9 |