CR 28 Searcy Co. over TOMAHAWK CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 28 Searcy Co. over TOMAHAWK CREEK
Structure number:000000000004414
Location:4 MI NE ST JOE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:135 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood13592.4
November 2016GoodVery GoodGoodGood13592.4
November 2014GoodVery GoodVery GoodGood13592.4
April 2013GoodVery GoodVery GoodGood13592.4
May 2011GoodVery GoodVery GoodGood13592.4
June 2009GoodVery GoodVery GoodGood13574.1
July 2007GoodVery GoodVery GoodGood13574.1
July 2005GoodVery GoodVery GoodGood13574.1
July 2003GoodVery GoodVery GoodGood13573.9
July 2001GoodVery GoodVery GoodGood13573.9
July 1999GoodVery GoodVery GoodGood13573.9
July 1997GoodVery GoodVery GoodGood13573.9
May 1995GoodVery GoodVery GoodVery Good13573.4
May 1993GoodVery GoodVery GoodVery Good13573.4
May 1991GoodVery GoodVery GoodVery Good13573.4