NC217 over CAPE FEAR RIVER
Map
Coordinates:
+35.31216, -78.6926135°18'44" N, 78°41'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC217 over CAPE FEAR RIVER |
Structure number: | 000000000850052 |
Old structure number: | 000000000085052 (from 1992 edition) |
Location: | 0.2 MI N JCT SR1779 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 160.1 ft. [48.8 m] |
Total length: | 680.2 ft. [207.3 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 86.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Fair | Fair | 1100 | 86.8 |
February 2015 | Fair | Satisfactory | Fair | Satisfactory | 6000 | 75.9 |
February 2013 | Fair | Good | Fair | Satisfactory | 6000 | 75.9 |
February 2011 | Fair | Fair | Fair | Fair | 4800 | 78.3 |
February 2009 | Poor | Poor | Fair | Fair | 7300 | 70.0 |
February 2007 | Poor | Poor | Fair | Fair | 5100 | 74.3 |
January 2005 | Poor | Poor | Fair | Fair | 5100 | 74.3 |
January 2003 | Poor | Poor | Fair | Fair | 6700 | 70.9 |
February 2001 | Poor | Poor | Fair | Fair | 5100 | 74.2 |
January 1999 | Poor | Poor | Fair | Fair | 5100 | 74.2 |
January 1997 | Fair | Fair | Fair | Fair | 4400 | 79.1 |
January 1995 | Fair | Fair | Good | Fair | 4100 | 79.8 |
January 1993 | Fair | Fair | Good | Fair | 3800 | 79.5 |
May 1991 | Fair | Satisfactory | Very Good | Fair | 3600 | 81.0 |