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


+35.10694, -90.02917
35°06'25" 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:18.0 ft. [5.5 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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:66.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$706,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201766.5FairFairSatisfactorySatisfactoryFO103430
February 201565.3FairFairSatisfactorySatisfactoryFO102110
February 201363.4PoorPoorSatisfactorySatisfactorySD98490
March 201163.2PoorPoorSatisfactorySatisfactorySD101280
April 200935.3PoorFairPoorFairSD100250
June 200734.8PoorFairPoorFairSD104410
August 200551.8PoorPoorFairFairSD98870
August 200357.4FairSatisfactoryFairFairFO100800
September 200168.5FairGoodSatisfactorySatisfactoryFO104940
February 200069.8FairGoodSatisfactorySatisfactoryFO82900
January 199853.0FairGoodFairGoodFO92460
September 199552.6FairGoodFairGoodFO90840
August 199353.0FairGoodFairGoodFO88060
November 199153.4FairGoodFairGoodFO84700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,0651,062300
Reinforced Concrete Decksq. ft.5,580005,5800
Wearing Surfacessq. ft.5,5805,580000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9393000
Reinforced Concrete Pier Caplinear ft.93811200
Elastomeric Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000