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


+35.13278, -90.02389
35°07'58" N, 90°01'26" 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:14.8 ft. [4.5 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]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201779.7FairSatisfactoryGoodSatisfactoryFO73900
February 201578.7FairSatisfactorySatisfactorySatisfactoryFO72450
February 201378.8FairSatisfactorySatisfactorySatisfactoryFO71020
March 201178.9FairSatisfactorySatisfactoryGoodFO70320
April 200978.8FairSatisfactorySatisfactoryGoodFO71710
June 200777.4FairSatisfactorySatisfactoryGoodFO97750
August 200579.5FairSatisfactorySatisfactoryGoodFO58920
August 200378.9FairSatisfactorySatisfactoryGoodFO70190
September 200178.6FairSatisfactorySatisfactoryGoodFO75690
February 200083.4FairSatisfactoryGoodGood-61750
January 199877.8FairSatisfactoryGoodGood-60350
September 199585.0FairSatisfactoryGoodGoodFO58600
August 199385.0FairSatisfactoryGoodGoodFO58360
November 199184.3FairSatisfactoryGoodGoodFO66650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,7391,739000
Reinforced Concrete Decksq. ft.9,4629,458040
Wearing Surfacessq. ft.9,4629,462000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.134134000
Reinforced Concrete Pier Caplinear ft.116116000
Elastomeric Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.315315000