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

Map

Coordinates:
+35.13278, -90.02389
35°07'58" N, 90°01'26" 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: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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7391,739000
Deck
Reinforced Concrete Decksq. ft.9,4629,458040
Wearing Surfacessq. ft.9,4629,462000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.134134000
Reinforced Concrete Pier Caplinear ft.116116000
Bearings
Elastomeric Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.315315000