Piedmont Road over Allens Creek


+37.54368, -78.89666
37°32'37" N, 78°53'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Piedmont Road over Allens Creek
Structure number:000000000001503
Location:.05-Rt 601 / .00-Nel CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:10.2 ft. [3.1 m]
Total length:21.0 ft. [6.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1976
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:663 [as of 2014]
Truck traffic:66% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1066398.7
November 2015Fair6 out of 1066398.7
November 2013Fair6 out of 1074096.7
November 2011Fair6 out of 1074096.7
November 2009Fair6 out of 1074096.7
November 2007Good7 out of 1036098.8
January 2006Good7 out of 1036098.8
December 2003Good7 out of 1034198.8
November 2001Good7 out of 1034199.8
November 1999Good7 out of 10341100.0
October 1997Good7 out of 10210100.0
October 1995Good7 out of 10210100.0
September 1993Good7 out of 10210100.0
September 1991Good7 out of 10723100.0