NC801 over CARTER CREEK
Map
Coordinates:
+35.88792, -80.4152935°53'17" N, 80°24'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC801 over CARTER CREEK |
Structure number: | 000000000590021 |
Location: | 0.8 MI. S. JCT. SR1645 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 145.0 ft. [44.2 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
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 continuous [6] |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,000 [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: | Good [7 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 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: | 93.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 2000 | 93.5 |
November 2016 | Good | Good | Good | Good | 2000 | 93.5 |
November 2014 | Good | Good | Good | Good | 2000 | 93.5 |
November 2012 | Good | Good | Good | Good | 2400 | 92.4 |
November 2010 | Good | Excellent | Excellent | Excellent | 2200 | 93.3 |
April 2009 | Good | Excellent | Excellent | Excellent | 2200 | 93.3 |
November 2008 | Poor | Fair | Poor | Fair | 2300 | 31.1 |
November 2006 | Poor | Fair | Poor | Fair | 2300 | 13.4 |
November 2004 | Fair | Fair | Satisfactory | Fair | 2300 | 45.3 |
November 2002 | Fair | Fair | Satisfactory | Fair | 2200 | 45.4 |
November 2000 | Poor | Fair | Serious | Fair | 1900 | 18.3 |
November 1998 | Poor | Fair | Poor | Fair | 1900 | 31.8 |
October 1990 | Fair | Satisfactory | Fair | Fair | 1700 | 48.9 |