I-240 WB over I-240 WB / KERR AVE


+35.10719, -90.02917
35°06'26" N, 90°01'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240 WB over I-240 WB / KERR AVE
Structure number:79I02400046
Location:0.2 MI S. OF S. PKWY JCT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:51.8 ft. [15.8 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1963
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:103,430 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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]
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:66.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$706,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairSatisfactorySatisfactory10343066.5
February 2015FairFairSatisfactorySatisfactory10211065.3
February 2013PoorPoorSatisfactorySatisfactory9849063.4
March 2011PoorPoorSatisfactorySatisfactory10128063.2
April 2009PoorFairPoorFair10025035.3
June 2007PoorFairPoorFair10441034.8
August 2005PoorPoorFairFair9887051.8
August 2003FairSatisfactoryFairFair10080057.4
September 2001FairGoodSatisfactorySatisfactory10494068.5
February 2000FairGoodSatisfactorySatisfactory8290069.8
January 1998FairGoodFairGood9246053.0
September 1995FairGoodFairGood9084052.6
August 1993FairGoodFairGood8806053.0
November 1991FairGoodFairGood8470053.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,0651,062300
Reinforced Concrete Decksq. ft.5,5805,575500
Wearing Surfacessq. ft.5,5805,5000800
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9393000
Reinforced Concrete Pier Caplinear ft.93811200
Elastomeric Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000