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


+35.10725, -90.02944
35°06'26" N, 90°01'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240 EB over I-240 EB. / KERR AVE.
Structure number:79I02400045
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:52.8 ft. [16.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 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:$764,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairSatisfactorySatisfactory10343066.5
February 2015FairFairSatisfactorySatisfactory10211065.3
February 2013PoorPoorSatisfactorySatisfactory9849063.4
March 2011PoorPoorSatisfactorySatisfactory10128063.2
April 2009PoorPoorSatisfactoryFair10025050.7
June 2007FairFairSatisfactoryFair10441052.7
August 2005FairFairSatisfactorySatisfactory9887066.5
August 2003FairSatisfactorySatisfactorySatisfactory10080068.7
September 2001FairGoodSatisfactoryGood10494068.5
February 2000FairGoodSatisfactoryGood8290069.8
January 1998FairGoodFairGood9246054.1
September 1995FairGoodFairGood9084057.1
August 1993FairGoodFairGood8806057.4
November 1991FairGoodFairGood8470057.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,2001,200000
Reinforced Concrete Decksq. ft.6,7206,6952500
Wearing Surfacessq. ft.6,2405,9901501000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.112104800
Reinforced Concrete Pier Caplinear ft.112104800
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000