I240 over I-240 W.B. / PEABODY AVE


+35.13303, -90.02403
35°07'59" N, 90°01'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I240 over I-240 W.B. / PEABODY AVE
Structure number:79I02400024
Location:0.5 MI. N OF SR-4 JCT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.0 ft. [25.0 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:73,900 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$430,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory7390079.7
February 2015FairSatisfactorySatisfactorySatisfactory7245078.7
February 2013FairSatisfactorySatisfactorySatisfactory7102078.8
March 2011FairSatisfactorySatisfactoryGood7032078.9
April 2009FairSatisfactorySatisfactoryGood7171078.8
June 2007FairSatisfactorySatisfactoryGood9775077.4
August 2005FairSatisfactorySatisfactoryGood5892079.5
August 2003FairSatisfactorySatisfactoryGood7019078.9
September 2001FairSatisfactorySatisfactoryGood7569078.6
February 2000FairSatisfactoryGoodGood6175083.4
January 1998FairSatisfactoryGoodGood6035077.8
September 1995FairSatisfactoryGoodGood5860085.0
August 1993FairSatisfactoryGoodGood5836085.0
November 1991FairSatisfactoryGoodGood6665084.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,7301,729100
Reinforced Concrete Decksq. ft.9,5259,5151000
Wearing Surfacessq. ft.9,2108,96502450
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pier Caplinear ft.117113400
Elastomeric Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.315312300