NC32 over PEMBROKE CREEK
Map
Coordinates:
+36.05939, -76.5848636°03'34" N, 76°35'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC32 over PEMBROKE CREEK |
Structure number: | 000000000410012 |
Old structure number: | 000000000041012 (from 1992 edition) |
Location: | 0.5MI.S. JCT SR 1114 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span 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: | 8,200 [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: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Very Good | 8200 | 96.1 |
November 2016 | Good | Very Good | Very Good | Very Good | 8200 | 92.0 |
November 2014 | Good | Very Good | Very Good | Very Good | 8200 | 92.0 |
November 2012 | Good | Good | Good | Good | 4800 | 96.0 |
December 2010 | Fair | Fair | Fair | Fair | 5500 | 61.7 |
December 2008 | Fair | Fair | Satisfactory | Fair | 5900 | 61.2 |
November 2007 | Fair | Fair | Fair | Fair | 6800 | 60.0 |
February 2007 | Fair | Fair | Fair | Fair | 6600 | 34.4 |
January 2005 | Fair | Fair | Fair | Fair | 6600 | 34.4 |
November 2002 | Fair | Fair | Fair | Fair | 4000 | 40.0 |
January 2001 | Fair | Fair | Fair | Fair | 2100 | 53.0 |
January 1999 | Fair | Fair | Fair | Fair | 5400 | 41.4 |
January 1997 | Fair | Fair | Fair | Fair | 5500 | 46.4 |
January 1995 | Fair | Fair | Fair | Fair | 5500 | 46.6 |
December 1992 | Fair | Fair | Fair | Fair | 4300 | 60.4 |
January 1991 | Fair | Fair | Fair | Fair | 4700 | 59.9 |