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I-240 EB over I-240 EB. / WALKER AVE

Map

Coordinates:
+35.11933, -90.02636
35°07'10" N, 90°01'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240 EB over I-240 EB. / WALKER AVE
Structure number:79I02400037
Location:0.8 MI. S OF SR-4 JCT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:101,370 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,861,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairSatisfactory10137068.8
February 2015FairFairFairSatisfactory10005066.7
February 2013FairFairSatisfactorySatisfactory9671078.9
March 2011FairSatisfactorySatisfactorySatisfactory9890079.8
April 2009FairSatisfactorySatisfactorySatisfactory9984078.8
June 2007FairSatisfactorySatisfactorySatisfactory10089078.7
August 2005FairSatisfactoryGoodSatisfactory9481079.1
August 2003FairSatisfactoryGoodSatisfactory9984080.9
September 2001FairSatisfactoryGoodSatisfactory10187080.8
February 2000FairSatisfactoryGoodSatisfactory8456081.7
February 1998FairSatisfactoryGoodSatisfactory9224080.4
September 1995FairSatisfactoryGoodSatisfactory8923083.5
August 1993FairSatisfactoryGoodSatisfactory7922084.4
November 1991FairGoodGoodSatisfactory9977082.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2511,2400110
Deck
Reinforced Concrete Decksq. ft.7,6597,656300
Wearing Surfacessq. ft.6,8586,75801000
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.115115000
Reinforced Concrete Pier Caplinear ft.102811650
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.272272000