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SH 367/Jackson Co. over WHITE RIVER RELIEF

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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:720 [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:76.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryGood72076.6
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, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.54447320510
Deck
Reinforced Concrete Decksq. ft.3,4722,5477751500
Substructure
Reinforced Concrete Abutmentlinear ft.68501800
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.6868000
Bearings
Movable Bearingeach1601600
Fixed Bearingeach1601600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762611500