+35.48809, -78.91003
35°29'17" N, 78°54'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1418 over AVENTS CREEK
Structure number:000000000850198
Location:2.2 MI.N.SR1412
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1989
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:720 [as of 2011]
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:99.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 1072099.4
February 2015Good7 out of 1072099.4
February 2013Good7 out of 1039099.7
February 2011Good7 out of 1039099.7
February 2009Good8 out of 1039099.7
January 2007Good8 out of 1039099.7
January 2005Good8 out of 1039099.7
January 2003Good8 out of 1039099.7
February 2001Good8 out of 1045099.6
January 1999Good8 out of 1037100.0
July 1991Good8 out of 1012099.9