WINTER LOCKEN DR. over CREEK
Map
Coordinates:
+35.46324, -79.2136935°27'48" N, 79°12'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WINTER LOCKEN DR. over CREEK |
Structure number: | 000000001050131 |
Location: | .4 MI.S.JCT.NC42 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 801 [as of 1980] |
Truck traffic: | 7% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 80.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Good | 7 out of 10 | 801 | 80.8 |
April 2016 | Good | 7 out of 10 | 801 | 80.8 |
February 2014 | Good | 8 out of 10 | 800 | 80.8 |
February 2012 | Good | 8 out of 10 | 800 | 80.8 |
February 2010 | Good | 8 out of 10 | 800 | 99.8 |
April 2008 | Good | 9 out of 10 | 800 | 99.8 |
April 2006 | Good | 9 out of 10 | 800 | 99.8 |
May 2004 | Good | 9 out of 10 | 800 | 99.8 |