NC42 over CAPE FEAR OVERFLOW
Map
Coordinates:
+35.54571, -79.0286235°32'45" N, 79°01'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC42 over CAPE FEAR OVERFLOW |
Structure number: | 000000001050024 |
Location: | 1.0 MI. E. JCT. SR1537 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 85.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Good | 2200 | 85.1 |
September 2016 | Fair | Satisfactory | Satisfactory | Good | 2200 | 85.1 |
September 2014 | Fair | Satisfactory | Satisfactory | Good | 2200 | 85.1 |
September 2012 | Fair | Fair | Fair | Good | 2200 | 72.6 |
September 2010 | Fair | Satisfactory | Satisfactory | Good | 2600 | 84.3 |
July 2008 | Fair | Satisfactory | Satisfactory | Good | 3100 | 85.1 |
September 2006 | Fair | Fair | Fair | Very Good | 3200 | 69.5 |
August 2004 | Fair | Fair | Fair | Very Good | 3200 | 69.5 |
September 2002 | Fair | Fair | Fair | Very Good | 2700 | 70.2 |
July 2000 | Fair | Fair | Fair | Very Good | 2600 | 70.3 |
August 1998 | Fair | Fair | Fair | Very Good | 2200 | 70.9 |
May 1990 | Fair | Satisfactory | Satisfactory | Very Good | 1600 | 81.1 |