NC53 over CYPRESS CREEK
Map
Coordinates:
+34.54475, -78.0362834°32'41" N, 78°02'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC53 over CYPRESS CREEK |
Structure number: | 000000001410026 |
Location: | 2.1 MI. E. OF JCT US 421 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 117.1 ft. [35.7 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Good | 2200 | 95.9 |
November 2016 | Good | Very Good | Very Good | Good | 2200 | 95.5 |
November 2014 | Good | Very Good | Very Good | Good | 2200 | 95.5 |
October 2012 | Good | Good | Good | Good | 2400 | 95.4 |
October 2010 | Good | Good | Very Good | Good | 2700 | 95.2 |
November 2008 | Good | Very Good | Very Good | Good | 2400 | 96.4 |
October 2006 | Good | Very Good | Very Good | Good | 3300 | 93.7 |
October 2004 | Good | Very Good | Very Good | Good | 3300 | 93.7 |
October 2002 | Good | Very Good | Very Good | Very Good | 3000 | 93.9 |
November 2000 | Good | Very Good | Very Good | Very Good | 2600 | 94.2 |
June 1999 | Good | Very Good | Very Good | Very Good | 2900 | 94.0 |
August 1991 | Poor | Poor | Poor | Poor | 2000 | 29.1 |