Share: 
NC42 over BARBECUE SWAMP
Map
Coordinates:
+36.21081, -76.89390
36°12'39" N, 76°53'38" W
+36.21081, -76.89390
36°12'39" N, 76°53'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NC42 over BARBECUE SWAMP |
| Structure number: | 000000000150005 |
| Location: | 0.4 MI.E. OF JCT.SR1314 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1920 |
| Year reconstructed: | 1937 |
| 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: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,200 [as of 2013] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 88.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2018 | Fair | 5 out of 10 | 2200 | 88.1 |
| July 2016 | Poor | 4 out of 10 | 2200 | 71.8 |
| July 2014 | Fair | 5 out of 10 | 2100 | 88.1 |
| July 2012 | Fair | 5 out of 10 | 2400 | 88.0 |
| July 2010 | Fair | 5 out of 10 | 2400 | 88.0 |
| July 2008 | Fair | 5 out of 10 | 2200 | 88.1 |
| May 2006 | Fair | 6 out of 10 | 2300 | 99.1 |
| May 2004 | Fair | 6 out of 10 | 2300 | 99.1 |
| July 2002 | Fair | 6 out of 10 | 3200 | 98.8 |
| August 2000 | Fair | 6 out of 10 | 3000 | 98.9 |
| August 1998 | Fair | 6 out of 10 | 3000 | 98.9 |
| August 1990 | Fair | 6 out of 10 | 2400 | 99.1 |
© 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/1320389
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1320389