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


+35.13308, -90.02431
35°07'59" N, 90°01'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I240 over I-240 E.B. / PEABODY AVE
Structure number:79I02400023
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:16.4 ft. [5.0 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+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: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:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,567,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory7390079.7
February 2015FairSatisfactoryGoodGood7245079.7
February 2013FairSatisfactoryGoodGood7102079.8
March 2011FairSatisfactoryGoodGood7032079.9
April 2009FairSatisfactoryGoodGood7171080.8
June 2007FairSatisfactoryGoodGood9775079.4
August 2005FairSatisfactoryGoodGood5892081.5
August 2003FairSatisfactoryGoodGood7019080.9
September 2001FairSatisfactoryGoodGood7569080.7
February 2000FairSatisfactoryGoodGood6175083.4
January 1998FairSatisfactoryGoodGood6035077.8
September 1995FairSatisfactoryGoodGood5860087.1
August 1993FairSatisfactoryGoodGood5836087.2
November 1991FairSatisfactoryGoodGood6665086.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,7341,733100
Reinforced Concrete Decksq. ft.9,5259,525000
Wearing Surfacessq. ft.9,2108,97502350
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pier Caplinear ft.117111600
Elastomeric Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.316316000