NC11 53 over MOORE CREEK
Map
Coordinates:
+34.52748, -78.1141334°31'39" N, 78°06'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC11 53 over MOORE CREEK |
Structure number: | 000000001410011 |
Location: | 0.7 MI W SR1121 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 159.1 ft. [48.5 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 92.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Very Good | 2700 | 92.2 |
August 2016 | Good | Very Good | Very Good | Very Good | 2700 | 91.2 |
August 2014 | Good | Good | Good | Good | 2800 | 79.7 |
August 2012 | Good | Good | Good | Good | 3200 | 79.3 |
August 2010 | Good | Very Good | Very Good | Good | 2600 | 92.4 |
October 2008 | Good | Very Good | Very Good | Very Good | 2900 | 80.6 |
October 2006 | Good | Very Good | Very Good | Very Good | 3100 | 80.5 |
October 2004 | Good | Very Good | Very Good | Very Good | 3100 | 80.5 |
October 2002 | Good | Very Good | Very Good | Very Good | 3100 | 80.5 |
January 2001 | Good | Very Good | Very Good | Very Good | 2600 | 86.1 |
July 1999 | Poor | Satisfactory | Poor | Serious | 2600 | 12.3 |
May 1991 | Poor | Satisfactory | Fair | Serious | 2200 | 13.2 |