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SR1418 over AVENTS CREEK/MILL CREEK

Map

Coordinates:
+35.48796, -78.90969
35°29'17" N, 78°54'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1418 over AVENTS CREEK/MILL CREEK
Structure number:000000000850086
Old structure number:000000000085086 (from 1992 edition)
Location:2.2 MI. W. JCT. SR1412
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:42.0 ft. [12.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1996
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2001]
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:99.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Good7 out of 1039099.8
August 2016Good7 out of 1039099.8
August 2014Good7 out of 1039099.7
August 2012Good7 out of 1039097.7
August 2010Good7 out of 1039099.7
September 2008Good7 out of 1039099.7
August 2006Good7 out of 1039099.7
June 2004Fair6 out of 1039099.7
July 2002Fair6 out of 1039099.7
July 2000Fair6 out of 1045099.6
September 1998Fair6 out of 1030100.0
January 1996PoorN out of 104037.9
January 1994PoorN out of 1036019.8
January 1992PoorN out of 1012021.9