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

Map

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

Facts

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, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7301,729100
Deck
Reinforced Concrete Decksq. ft.9,5259,5151000
Wearing Surfacessq. ft.9,2108,96502450
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pier Caplinear ft.117113400
Bearings
Elastomeric Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.315312300