CR 70 Searcy over TICK CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 70 Searcy over TICK CREEK
Structure number:000000000016756
Location:1.28 MI S OF OXLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:30 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:37.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$217,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairPoorSatisfactory3037.9
April 2017PoorFairPoorFair3037.9
April 2016PoorSatisfactoryPoorFair3038.9
April 2015PoorSatisfactoryPoorFair3038.9
April 2014PoorSatisfactoryPoorFair3038.9
April 2013PoorSatisfactoryPoorFair3038.9
May 2012PoorSatisfactoryPoorFair3038.9
May 2011PoorSatisfactoryPoorFair3038.9
June 2010PoorSatisfactoryPoorFair3038.9
June 2009PoorSatisfactoryPoorFair3038.9
July 2008PoorSatisfactoryPoorFair3038.9
July 2007PoorSatisfactoryPoorFair3038.9
July 2006PoorSatisfactoryPoorFair3038.9
July 2005PoorSatisfactoryPoorFair3038.9
July 2004PoorSatisfactoryPoorFair3038.9
July 2003PoorSatisfactoryPoorFair3038.9
July 2002PoorSatisfactoryPoorFair3038.9
July 2001PoorSatisfactoryPoorSatisfactory3038.9
July 2000PoorSatisfactoryPoorSatisfactory3038.9
July 1999PoorSatisfactoryPoorSatisfactory3038.9
July 1998PoorSatisfactoryPoorSatisfactory3038.9
July 1997PoorSatisfactoryPoorSatisfactory3038.9
June 1996PoorSatisfactoryPoorSatisfactory3038.9
June 1995PoorSatisfactoryPoorSatisfactory3038.9
June 1994PoorSatisfactoryPoorSatisfactory3038.9
May 1993PoorSatisfactoryPoorSatisfactory3040.9
May 1992PoorSatisfactoryPoorSatisfactory3040.9
May 1991PoorSatisfactoryPoorSatisfactory3040.9