Harrell Mill Road over Harrells Mill


+36.99799, -77.07241
36°59'53" N, 77°04'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Harrell Mill Road over Harrells Mill
Structure number:000000000018324
Location:0.35 fr 633/0.95 to 606
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
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:60 [as of 2014]
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]
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
February 2018Good7 out of 1060100.0
February 2016Good7 out of 1060100.0
February 2014Good7 out of 1056100.0
February 2012Good7 out of 1056100.0
February 2010Good7 out of 1056100.0
March 2008Good7 out of 1069100.0
February 2006Good7 out of 1061100.0
February 2004Good7 out of 1061100.0
February 2002Good7 out of 1010899.9
March 2000Good7 out of 1010899.9
February 1998Fair6 out of 1049100.0
February 1996Good7 out of 10108100.0
March 1994Good7 out of 1095100.0
February 1992Good7 out of 1095100.0