+36.42465, -78.55137
36°25'29" N, 78°33'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1515 over GILLS CREEK
Structure number:000000000770217
Location:1.1 MI.SE. OF SR1526
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1990
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:290 [as of 2012]
Truck traffic:6% 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 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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Fair6 out of 1029099.7
July 2016Fair6 out of 1029099.7
July 2014Fair6 out of 1029099.7
August 2012Good7 out of 1027098.8
August 2010Good7 out of 1075099.3
August 2008Good7 out of 1036099.7
September 2006Good7 out of 1031099.7
July 2004Good7 out of 1031099.7
August 2002Good7 out of 1044099.6
May 2000Good8 out of 1040099.6
September 1998Good8 out of 1040099.6
June 1990Good8 out of 1010099.9