FAU 176 over I-240 & RAMPS


+35.07944, -89.93111
35°04'46" 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:17.1 ft. [5.2 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201759.0FairFairSatisfactorySatisfactoryFO35870
March 201559.0FairFairSatisfactorySatisfactoryFO32180
March 201359.0FairFairSatisfactorySatisfactoryFO33540
April 201159.0FairFairSatisfactorySatisfactory-34120
May 200958.0FairFairSatisfactorySatisfactory-35230
September 200759.0FairFairSatisfactorySatisfactory-37520
September 200560.0FairSatisfactorySatisfactorySatisfactory-38270
October 200381.0FairSatisfactorySatisfactorySatisfactory-39770
October 200178.0FairSatisfactorySatisfactorySatisfactoryFO42480
March 200078.0FairSatisfactorySatisfactorySatisfactoryFO45780
January 199881.0FairSatisfactorySatisfactorySatisfactoryFO43750
October 199581.0FairSatisfactorySatisfactorySatisfactoryFO42260
September 199354.0PoorSatisfactorySatisfactoryPoorSD38620
December 199181.0FairSatisfactorySatisfactoryGoodFO43560