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SH 66 Searcy over COVE CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 66 Searcy over COVE CREEK
Structure number:000000000000680
Location:0.003 MI E JCT 65 LESLIE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:55.1 ft. [16.8 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:72.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$452,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory270072.4
September 2016FairSatisfactorySatisfactorySatisfactory260072.6
September 2014FairSatisfactorySatisfactorySatisfactory260072.6
November 2012FairSatisfactorySatisfactorySatisfactory130074.6
December 2010FairSatisfactorySatisfactorySatisfactory130074.6
November 2008FairSatisfactorySatisfactorySatisfactory130074.6
November 2006FairSatisfactorySatisfactorySatisfactory130053.7
November 2004FairSatisfactorySatisfactorySatisfactory130053.7
December 2002FairSatisfactorySatisfactorySatisfactory130053.5
December 2000FairSatisfactorySatisfactorySatisfactory120053.7
December 1998FairSatisfactorySatisfactorySatisfactory120053.7
December 1996FairGoodGoodSatisfactory63055.1
October 1994FairGoodGoodSatisfactory63055.1
October 1992FairGoodGoodSatisfactory63055.1
October 1990GoodGoodGoodGood344248.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.334325090
Deck
Reinforced Concrete Top Flangesq. ft.3,84103,4653760
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Pier Walllinear ft.2002000
Reinforced Concrete Abutmentlinear ft.124911500
Reinforced Concrete Pier Caplinear ft.3329400
Bearings
Movable Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.33427549100