Share: 
NC87 over BARBEQUE SWAMP
Map
Coordinates:
+35.32511, -79.09266
35°19'30" N, 79°05'34" W
+35.32511, -79.09266
35°19'30" N, 79°05'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NC87 over BARBEQUE SWAMP |
| Structure number: | 000000000850025 |
| Old structure number: | 000000000085025 (from 1992 edition) |
| Location: | 0.1 MI S JCT SR 1320 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1928 |
| Year reconstructed: | 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: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 2012] |
| 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 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] |
| 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: | 73.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2018 | Good | 7 out of 10 | 15000 | 73.9 |
| February 2016 | Good | 7 out of 10 | 15000 | 72.7 |
| February 2014 | Good | 7 out of 10 | 15000 | 72.7 |
| February 2012 | Good | 7 out of 10 | 18000 | 71.7 |
| February 2010 | Good | 7 out of 10 | 15000 | 73.9 |
| May 2008 | Poor | 3 out of 10 | 17000 | 26.0 |
| April 2006 | Good | 7 out of 10 | 15000 | 73.9 |
| February 2004 | Fair | 6 out of 10 | 19000 | 88.4 |
| March 2002 | Fair | 6 out of 10 | 15000 | 90.9 |
| December 1999 | Fair | 6 out of 10 | 11000 | 91.3 |
| December 1997 | Fair | 6 out of 10 | 9900 | 92.0 |
| December 1995 | Fair | 6 out of 10 | 9200 | 92.5 |
| December 1993 | Fair | 6 out of 10 | 6300 | 94.2 |
| December 1991 | Fair | 6 out of 10 | 5700 | 94.6 |
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. | 310 | 42 | 261 | 7 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1327591
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1327591