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SH 223 IZARD over CREEK

Map

Coordinates:
+36.20742, -92.07495
36°12'27" N, 92°04'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 223 IZARD over CREEK
Structure number:0000000000M3205
Location:5.0 MI N JCT SH 56 & 223
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1969
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:62.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodFairSatisfactory38062.3
December 2014FairGoodSatisfactorySatisfactory38073.5
December 2012FairGoodSatisfactorySatisfactory35073.5
December 2010FairGoodSatisfactorySatisfactory35085.7
December 2008FairGoodSatisfactorySatisfactory35085.7
November 2006FairGoodSatisfactorySatisfactory38065.8
December 2004FairGoodSatisfactoryGood48064.5
October 2002FairGoodSatisfactoryGood43064.4
November 2000FairGoodSatisfactoryGood50064.2
November 1998FairGoodSatisfactoryGood50064.2
October 1996GoodGoodGoodGood13070.7
October 1994GoodGoodGoodGood13070.2
October 1992FairGoodSatisfactoryGood13070.2
November 1990FairGoodSatisfactoryGood33164.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2387301650
Deck
Reinforced Concrete Top Flangesq. ft.857857000
Wearing Surfacessq. ft.823823000
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.9287140
Reinforced Concrete Pile Cap/Footinglinear ft.1010000
Reinforced Concrete Pier Caplinear ft.2626000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.68432500
Steel Protective Coatingsq. ft.2040129750