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CR 54 Searcy over BEGLEY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 54 Searcy over BEGLEY CREEK
Structure number:000000000022705
Location:.2 MI N W LESLIE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:13.1 ft. [4.0 m]
Total length:62.0 ft. [18.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:310 [as of 2003]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:79.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 1031079.6
September 2015Good7 out of 1031079.6
September 2013Good7 out of 1031079.6
September 2011Good7 out of 1031079.6
September 2009Good7 out of 1031079.6
October 2007Good7 out of 1031090.1
October 2005Good7 out of 1031090.1
October 2003Good7 out of 1031089.8