NC58 over SOUTHWEST CREEK
Map
Coordinates:
+35.22127, -77.5751435°13'17" N, 77°34'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC58 over SOUTHWEST CREEK |
Structure number: | 000000001070030 |
Old structure number: | 000000000107030 (from 1992 edition) |
Location: | 1.3 MI. S. OF JCT. US70 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,000 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Good | Satisfactory | 10000 | 97.7 |
April 2016 | Fair | Satisfactory | Good | Good | 10000 | 97.7 |
April 2014 | Fair | Satisfactory | Good | Good | 9000 | 95.8 |
April 2012 | Good | Good | Good | Good | 9300 | 94.6 |
April 2010 | Fair | Satisfactory | Very Good | Satisfactory | 9400 | 95.6 |
July 2008 | Fair | Satisfactory | Very Good | Satisfactory | 9400 | 95.6 |
May 2006 | Fair | Satisfactory | Very Good | Very Good | 8100 | 96.2 |
March 2004 | Good | Very Good | Very Good | Very Good | 7800 | 96.3 |
June 2002 | Good | Very Good | Very Good | Very Good | 7800 | 96.3 |
June 2000 | Good | Very Good | Very Good | Very Good | 5200 | 97.6 |
March 1998 | Good | Very Good | Very Good | Very Good | 5200 | 97.6 |
February 1996 | Good | Very Good | Very Good | Very Good | 5400 | 97.6 |
February 1994 | Good | Very Good | Very Good | Very Good | 5000 | 97.7 |
February 1992 | Good | Very Good | Very Good | Very Good | 4700 | 97.9 |