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SH 8 over Huddleston Creek

Map

Coordinates:
+34.45327, -93.67879
34°27'12" N, 93°40'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 8 over Huddleston Creek
Structure number:000000000000700
Location:15.93 M E Of Polk Co Line
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1929
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 [1]
Main spans design:Tee beam [04]
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:1,600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
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:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$469,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodSatisfactory160069.0
August 2015FairFairSatisfactorySatisfactory160069.2
August 2013FairFairSatisfactorySatisfactory160069.2
July 2011FairSatisfactorySatisfactorySatisfactory290068.9
August 2009FairGoodSatisfactorySatisfactory290068.9
July 2007FairGoodSatisfactorySatisfactory310068.7
August 2005FairGoodSatisfactorySatisfactory300052.4
July 2004FairGoodSatisfactorySatisfactory300052.4
July 2002FairSatisfactorySatisfactorySatisfactory250053.0
July 2000FairSatisfactorySatisfactorySatisfactory220053.4
July 1998FairSatisfactorySatisfactorySatisfactory220053.4
September 1996FairSatisfactorySatisfactorySatisfactory118554.8
July 1994FairSatisfactorySatisfactorySatisfactory118554.8
August 1992FairSatisfactorySatisfactorySatisfactory118554.8
September 1990FairSatisfactorySatisfactorySatisfactory235453.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3152952000
Deck
Reinforced Concrete Decksq. ft.2,4152,26015500
Wearing Surfacessq. ft.2,1511,93621500
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.1441291500
Reinforced Concrete Pier Caplinear ft.4438600
Deck
Timber Decksq. ft.50040050500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.206206000
Timber Bridge Raillinear ft.125606500