NC42 over BUCKHORN CREEK
Map
Coordinates:
+35.55979, -78.9730735°33'35" N, 78°58'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC42 over BUCKHORN CREEK |
Structure number: | 000000000370056 |
Location: | 1.4 MI. S. JCT. SR1912 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 146.0 ft. [44.5 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span 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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Very Good | Good | 1200 | 94.4 |
August 2015 | Good | Good | Good | Good | 1000 | 95.6 |
September 2013 | Good | Good | Good | Good | 1000 | 95.6 |
September 2011 | Good | Good | Good | Good | 920 | 95.6 |
March 2010 | Poor | Satisfactory | Satisfactory | Serious | 1000 | 14.0 |
March 2008 | Poor | Satisfactory | Satisfactory | Serious | 1200 | 34.0 |
March 2006 | Poor | Satisfactory | Poor | Serious | 1400 | 10.9 |
April 2004 | Poor | Satisfactory | Satisfactory | Serious | 1100 | 13.2 |
June 2002 | Fair | Satisfactory | Satisfactory | Fair | 1200 | 12.4 |
July 2000 | Poor | Satisfactory | Good | Poor | 1100 | 13.2 |
April 1998 | Poor | Satisfactory | Good | Serious | 900 | 14.8 |
April 1990 | Fair | Good | Good | Satisfactory | 2400 | 75.9 |