FAU 176 over I-240 & RAMPS


+35.07964, -89.93111
35°04'47" N, 89°55'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 176 over I-240 & RAMPS
Structure number:79I02400099
Location:SR-176 OVER I-240 & RAMPS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:74.8 ft. [22.8 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,870 [as of 2015]
Truck traffic:8% 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 replacement [2]
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:59.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,541,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactorySatisfactory3587059.0
March 2015FairFairSatisfactorySatisfactory3218059.0
March 2013FairFairSatisfactorySatisfactory3354059.0
April 2011FairFairSatisfactorySatisfactory3412059.0
May 2009FairFairSatisfactorySatisfactory3523058.0
September 2007FairFairSatisfactorySatisfactory3752059.0
September 2005FairSatisfactorySatisfactorySatisfactory3827060.0
October 2003FairSatisfactorySatisfactorySatisfactory3977081.0
October 2001FairSatisfactorySatisfactorySatisfactory4248078.0
March 2000FairSatisfactorySatisfactorySatisfactory4578078.0
January 1998FairSatisfactorySatisfactorySatisfactory4375081.0
October 1995FairSatisfactorySatisfactorySatisfactory4226081.0
September 1993PoorSatisfactorySatisfactoryPoor3862054.0
December 1991FairSatisfactorySatisfactoryGood4356081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,4744,469500
Reinforced Concrete Decksq. ft.26,22026,220000
Steel Columneach2121000
Reinforced Concrete Abutmentlinear ft.250250000
Reinforced Concrete Pier Caplinear ft.327327000
Elastomeric Bearingeach118118000
Bridge Rail
Other Material Bridge Raillinear ft.456456000