I-240WB 663405H over I-240 WB. / BNSF RWY.


+35.07806, -89.96194
35°04'41" N, 89°57'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240WB 663405H over I-240 WB. / BNSF RWY.
Structure number:79I02400086
Location:0.39 MI W OF SR-4 JCT.
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:47.9 ft. [14.6 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1983
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:147,590 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,492,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201779.1FairSatisfactorySatisfactorySatisfactory-147590
February 201578.3FairFairSatisfactorySatisfactory-143450
February 201378.1FairFairSatisfactorySatisfactory-147030
March 201177.8FairFairSatisfactoryGood-151290
May 200977.9FairFairSatisfactoryGood-149720
July 200779.8FairSatisfactorySatisfactoryGood-154390
August 200579.4FairSatisfactoryGoodGood-161530
August 200378.3FairSatisfactoryGoodGood-164160
September 200178.4FairSatisfactorySatisfactorySatisfactory-161500
February 200081.5FairSatisfactorySatisfactorySatisfactory-140250
January 199878.1FairSatisfactorySatisfactorySatisfactory-121400
September 199583.0FairSatisfactorySatisfactorySatisfactory-136250
August 199384.2FairSatisfactorySatisfactorySatisfactory-121770
November 199155.2PoorSatisfactoryPoorPoorSD96370

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,9002,898200
Prestressed Concrete Decksq. ft.13,34013,340000
Wearing Surfacessq. ft.13,34013,340000
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.205205000
Reinforced Concrete Pier Caplinear ft.196196000
Elastomeric Bearingeach120120000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2902405000