FAU 57 EBL over SR57 EB / SR57 WB RAMP


+35.10278, -89.87167
35°06'10" N, 89°52'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 57 EBL over SR57 EB / SR57 WB RAMP
Structure number:79SR0570003
Location:I-240 JUNCTION
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.3 ft. [19.9 m]
Total length:233.6 ft. [71.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1959
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,080 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
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:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:68.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$130,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201768.9FairFairSatisfactorySatisfactoryFO46080
March 201568.9FairFairSatisfactorySatisfactoryFO43650
March 201366.9PoorPoorSatisfactorySatisfactorySD41590
April 201166.9PoorPoorSatisfactorySatisfactorySD43890
May 200966.9PoorPoorSatisfactorySatisfactorySD40060
August 200768.9PoorPoorSatisfactorySatisfactorySD40760
September 200571.9FairSatisfactorySatisfactorySatisfactoryFO42710
September 200371.9FairSatisfactorySatisfactorySatisfactoryFO41030
October 200171.9FairSatisfactorySatisfactorySatisfactoryFO44950
February 200073.9FairSatisfactorySatisfactorySatisfactoryFO47120
February 199873.9FairSatisfactorySatisfactorySatisfactoryFO44190
October 199573.9FairSatisfactorySatisfactorySatisfactoryFO44490
September 199364.0PoorSeriousSatisfactoryFairSD38830
December 199164.0PoorSeriousSatisfactoryFairSD38550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,3301,330000
Reinforced Concrete Decksq. ft.7,8847,8680160
Wearing Surfacessq. ft.7,8847,884000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.188182600
Reinforced Concrete Pier Caplinear ft.188188000
Assembly with Sealeach6006000
Movable Bearingeach1010000
Fixed Bearingeach55000
Bridge Rail
Other Material Bridge Raillinear ft.512512000