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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,4812,475060
Reinforced Concrete Decksq. ft.11,19011,190000
Wearing Surfacessq. ft.11,19011,190000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.160160000
Reinforced Concrete Pier Caplinear ft.195195000
Pourable Jointlinear ft.14010520150
Elastomeric Bearingeach104104000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3733235000