FAU 176 over SR176 / SR004


+35.05681, -89.93247
35°03'25" N, 89°55'57" 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:13.1 ft. [4.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2000
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairSatisfactory3587056.0
March 2015FairSatisfactoryFairSatisfactory3218056.0
March 2013FairSatisfactoryFairSatisfactory3354056.0
April 2011FairSatisfactoryFairSatisfactory3412054.0
May 2009FairSatisfactoryFairSatisfactory3523054.0
September 2007FairSatisfactoryFairSatisfactory3752054.0
September 2005FairSatisfactorySatisfactoryFair3827056.0
October 2003FairSatisfactorySatisfactoryFair3977056.0
October 2001FairSatisfactoryFairSatisfactory4248054.0
February 2000FairSatisfactoryFairSatisfactory4578052.0
February 1998FairFairFairFair3450052.0
October 1995FairFairFairFair3485049.0
September 1993FairFairFairFair2945049.0
December 1991FairFairFairFair3420049.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,4812,475060
Reinforced Concrete Decksq. ft.11,19011,190000
Wearing Surfacessq. ft.10,81210,812000
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