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SR1501 over WALKERS CREEK

Map

Coordinates:
+36.43383, -78.09232
36°26'02" N, 78°05'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1501 over WALKERS CREEK
Structure number:000000001850134
Location:0.1MI.S. OF JCT.US158
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:23.0 ft. [7.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1999
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2000]
Truck traffic:6% 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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 1080100.0
September 2015Good7 out of 1080100.0
October 2013Good7 out of 1080100.0
November 2011Good7 out of 1080100.0
November 2009Good8 out of 1080100.0
March 2008Good8 out of 1080100.0
November 2005Good8 out of 1080100.0
September 2003Good8 out of 1080100.0
December 2001Good8 out of 1080100.0
June 1999Good8 out of 1060100.0