Share: 
NC42 over LITTLE POCKET CREEK
Map
Coordinates:
+35.50492, -79.29168
35°30'18" N, 79°17'30" W
+35.50492, -79.29168
35°30'18" N, 79°17'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NC42 over LITTLE POCKET CREEK |
| Structure number: | 000000001050017 |
| Old structure number: | 000000000105017 (from 1992 edition) |
| Location: | 0.7 MI. E. JCT. SR1007 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Skew angle: | 10° |
| Owner: | State Highway Agency [01] |
| Year built: | 1991 |
| 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: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,500 [as of 2013] |
| Truck traffic: | 7% 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: | 99.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 1500 | 99.3 |
| November 2015 | Good | 7 out of 10 | 3400 | 97.4 |
| November 2013 | Good | 7 out of 10 | 3400 | 97.4 |
| November 2011 | Fair | 5 out of 10 | 1100 | 87.4 |
| November 2009 | Fair | 6 out of 10 | 2500 | 98.8 |
| February 2008 | Fair | 6 out of 10 | 2500 | 98.8 |
| January 2006 | Fair | 6 out of 10 | 1300 | 99.4 |
| November 2003 | Fair | 6 out of 10 | 1300 | 99.4 |
| January 2002 | Fair | 6 out of 10 | 2200 | 99.0 |
| September 1999 | Fair | 6 out of 10 | 2400 | 98.9 |
| June 1997 | Fair | 6 out of 10 | 1950 | 99.1 |
| August 1995 | Fair | 6 out of 10 | 1900 | 99.1 |
| September 1993 | Fair | 6 out of 10 | 2100 | 99.1 |
| September 1991 | Good | 9 out of 10 | 1900 | 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/1329545
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1329545