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CR 442 Searcy over FOREST CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 442 Searcy over FOREST CREEK
Structure number:0000000000X0811
Location:.36 MI S OF US 65
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:59.1 ft. [18.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2013]
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:Equal to present desirable criteria [8]
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:74.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 1045074.7
February 2016Good7 out of 1029076.5
February 2014Good7 out of 1029082.1
February 2012Good7 out of 1029082.1
February 2010Good7 out of 1029082.1
February 2008Good7 out of 1029082.1
October 2005Good7 out of 1029082.1
October 2001Good7 out of 1029092.3
November 1997Good7 out of 1029092.3
November 1993Good7 out of 1029092.8
November 1991Good9 out of 1029092.8