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SH 164 over Horsehead Creek

Johnson County, Arkansas
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Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 164 over Horsehead Creek
Structure number:0000000000M2146
Location:3.6 MI W JCT SH 103 & 164
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.5 ft. [27.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:770 [as of 2014]
Truck traffic:8% 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:69.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$308,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory77069.1
August 2015FairSatisfactorySatisfactorySatisfactory70075.3
August 2013FairSatisfactorySatisfactorySatisfactory70075.3
July 2011FairSatisfactorySatisfactorySatisfactory82075.1
July 2009FairSatisfactorySatisfactorySatisfactory82075.1
July 2007FairSatisfactorySatisfactorySatisfactory82075.1
July 2005FairSatisfactorySatisfactorySatisfactory78070.3
September 2004FairSatisfactorySatisfactorySatisfactory78070.3
September 2002FairSatisfactoryGoodFair70058.9
July 2000FairGoodVery GoodSatisfactory77570.1
August 1998FairGoodVery GoodSatisfactory95069.7
September 1996FairGoodVery GoodSatisfactory32073.0
July 1994FairGoodVery GoodSatisfactory32073.0
September 1992FairGoodVery GoodSatisfactory32073.0
July 1990FairGoodVery GoodSatisfactory32773.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4530430230
Steel Protective Coatingsq. ft.2,23001,0001,116114
Deck
Reinforced Concrete Decksq. ft.2,0292,029000
Wearing Surfacessq. ft.1,7361,736000
Substructure
Reinforced Concrete Columneach66000
Masonry Pier Walllinear ft.2323000
Masonry Abutmentlinear ft.120120000
Reinforced Concrete Pile Cap/Footinglinear ft.4646000
Reinforced Concrete Pier Caplinear ft.4444000
Bearings
Movable Bearingeach1501500
Steel Protective Coatingsq. ft.90090
Fixed Bearingeach1501500
Steel Protective Coatingsq. ft.90090
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.184184000