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

Map

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

Facts

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, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Decksq. ft.6,7206,6952500
Wearing Surfacessq. ft.6,2405,9901501000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.112104800
Reinforced Concrete Pier Caplinear ft.112104800
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000