FAU 57 WB over SR-57 WB. / I-240


+35.10444, -89.87111
35°06'16" N, 89°52'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 57 WB over SR-57 WB. / I-240
Structure number:79I02400112
Location:SR-57 / I-240
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:284.8 ft. [86.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60,080 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:60.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,099,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairSatisfactory6008060.7
March 2015FairFairFairSatisfactory5410064.7
March 2013PoorPoorFairSatisfactory5396062.7
April 2011PoorPoorFairSatisfactory6280062.7
May 2009PoorPoorFairSatisfactory5486062.7
August 2007PoorPoorFairSatisfactory5867061.7
September 2005FairFairFairSatisfactory5751063.7
September 2003FairFairFairSatisfactory6002064.7
October 2001PoorSeriousFairSatisfactory6083053.7
February 2000----1398300.0
January 1998PoorPoorFairSatisfactory4419057.7
October 1995PoorPoorFairSatisfactory4449064.0
September 1993PoorPoorFairSatisfactory3883064.0
December 1991FairSatisfactorySatisfactorySatisfactory3855078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,1623,162000
Steel Protective Coatingsq. ft.3,1623,162000
Reinforced Concrete Decksq. ft.16,05116,0213000
Wearing Surfacessq. ft.13,70213,702000
Reinforced Concrete Abutmentlinear ft.112112000
Pourable Jointlinear ft.109545500
Elastomeric Bearingeach9494000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.589589000
Reinforced Concrete Bridge Raillinear ft.589589000