FAU 176 over SR176 / SR004


+35.05667, -89.93222
35°03'24" N, 89°55'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 176 over SR176 / SR004
Structure number:79SR0040013
Location:SR-176 / SR-4
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.4 ft. [17.2 m]
Total length:188.3 ft. [57.4 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1963
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
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:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:56.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,686,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201756.0FairSatisfactoryFairSatisfactory-35870
March 201556.0FairSatisfactoryFairSatisfactory-32180
March 201356.0FairSatisfactoryFairSatisfactory-33540
April 201154.0FairSatisfactoryFairSatisfactoryFO34120
May 200954.0FairSatisfactoryFairSatisfactoryFO35230
September 200754.0FairSatisfactoryFairSatisfactoryFO37520
September 200556.0FairSatisfactorySatisfactoryFair-38270
October 200356.0FairSatisfactorySatisfactoryFair-39770
October 200154.0FairSatisfactoryFairSatisfactory-42480
February 200052.0FairSatisfactoryFairSatisfactoryFO45780
February 199852.0FairFairFairFairFO34500
October 199549.0FairFairFairFairFO34850
September 199349.0FairFairFairFairFO29450
December 199149.0FairFairFairFairFO34200