NC11 over EAGLE SWAMP
Map
Coordinates:
+35.36554, -77.4601135°21'56" N, 77°27'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC11 over EAGLE SWAMP |
Structure number: | 000000001070075 |
Location: | 6.0 MI N JCT NC 55 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 11.2 ft. [3.4 m] |
Total length: | 25.9 ft. [7.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
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: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [as of 2013] |
Truck traffic: | 14% of total traffic |
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Good | 7 out of 10 | 15000 | 83.3 |
May 2016 | Good | 7 out of 10 | 15000 | 83.3 |
May 2014 | Good | 7 out of 10 | 12000 | 83.6 |
May 2012 | Good | 7 out of 10 | 14000 | 83.4 |
May 2010 | Fair | 6 out of 10 | 16000 | 83.2 |
June 2008 | Fair | 6 out of 10 | 16000 | 83.2 |
May 2006 | Fair | 6 out of 10 | 16000 | 83.2 |
January 2004 | Fair | 6 out of 10 | 14000 | 83.4 |
May 2002 | Fair | 6 out of 10 | 11000 | 83.8 |
July 2000 | Fair | 6 out of 10 | 16000 | 83.2 |
March 1998 | Fair | 6 out of 10 | 10200 | 83.8 |
February 1992 | Good | 8 out of 10 | 9700 | 84.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 306 | 0 | 297 | 9 | 0 |