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SH 367/Jackson Co. over WHITE RIVER RELIEF

Map

Coordinates:
+35.52371, -91.38141
35°31'25" N, 91°22'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 367/Jackson Co. over WHITE RIVER RELIEF
Structure number:000000000001875
Location:6.95MI N WHITE CO LINE
Purpose:Carries highway over highway and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1936
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:4
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:810 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:75.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactoryGood81075.6
February 2015FairSatisfactorySatisfactoryGood81075.6
February 2014FairSatisfactorySatisfactoryGood67076.6
February 2012FairSatisfactorySatisfactoryGood67076.6
March 2011FairSatisfactorySatisfactoryGood67076.6
February 2009FairSatisfactorySatisfactoryGood67076.6
February 2007FairSatisfactorySatisfactoryGood67056.5
March 2005FairSatisfactorySatisfactoryGood69056.5
February 2003FairSatisfactorySatisfactoryGood64056.4
February 2001FairSatisfactorySatisfactoryGood75056.3
March 1999FairSatisfactorySatisfactoryGood75054.3
March 1998FairSatisfactorySatisfactoryGood74554.3
June 1996FairSatisfactorySatisfactoryGood74554.3
April 1995FairSatisfactorySatisfactoryGood74555.3
April 1994FairSatisfactorySatisfactoryGood74555.3
June 1992FairSatisfactorySatisfactoryGood74555.3
May 1991FairSatisfactorySatisfactoryGood105055.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.54447320510
Deck
Reinforced Concrete Decksq. ft.3,5472,6227751500
Wearing Surfacessq. ft.3,3123,2377500
Substructure
Reinforced Concrete Abutmentlinear ft.66481800
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.6868000
Joints
Assembly with Sealeach120120000
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.3200032
Fixed Bearingeach1601600
Steel Protective Coatingsq. ft.3200032
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762611500