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SH 367/Jackson Co. over WHITE RIVER RELIEF

Map

Coordinates:
+35.52398, -91.38144
35°31'26" 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:12.5 ft. [3.8 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]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201675.6FairSatisfactorySatisfactoryGoodFO810
February 201575.6FairSatisfactorySatisfactoryGoodFO810
February 201476.6FairSatisfactorySatisfactoryGoodFO670
February 201276.6FairSatisfactorySatisfactoryGoodFO670
March 201176.6FairSatisfactorySatisfactoryGoodFO670
February 200976.6FairSatisfactorySatisfactoryGoodFO670
February 200756.5FairSatisfactorySatisfactoryGoodFO670
March 200556.5FairSatisfactorySatisfactoryGoodFO690
February 200356.4FairSatisfactorySatisfactoryGoodFO640
February 200156.3FairSatisfactorySatisfactoryGoodFO750
March 199954.3FairSatisfactorySatisfactoryGoodFO750
March 199854.3FairSatisfactorySatisfactoryGoodFO745
June 199654.3FairSatisfactorySatisfactoryGoodFO745
April 199555.3FairSatisfactorySatisfactoryGoodFO745
April 199455.3FairSatisfactorySatisfactoryGoodFO745
June 199255.3FairSatisfactorySatisfactoryGoodFO745
May 199155.2FairSatisfactorySatisfactoryGoodFO1050

Element Data

Source: National Bridge Elements dataset, 2016 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