FAS 176 over SR176 / 05012


+35.06472, -89.93225
35°03'53" N, 89°55'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over SR176 / 05012
Structure number:79S81110005
Location:1.03 MI. S OF I-240 JCT.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.3 ft. [20.5 m]
Total length:138.8 ft. [42.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,068,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory3587079.0
March 2015FairFairSatisfactorySatisfactory3218076.0
March 2013FairFairSatisfactorySatisfactory3354076.0
April 2011FairFairSatisfactorySatisfactory3412076.0
May 2009FairFairSatisfactorySatisfactory3523076.0
September 2007FairFairSatisfactorySatisfactory3752076.0
September 2005FairSatisfactorySatisfactorySatisfactory3827079.0
October 2003FairSatisfactorySatisfactorySatisfactory3977079.0
October 2001FairSatisfactorySatisfactorySatisfactory4248079.0
February 2000FairSatisfactorySatisfactorySatisfactory4578079.0
March 1998FairSatisfactorySatisfactorySatisfactory4375074.0
October 1995FairSatisfactorySatisfactorySatisfactory4226074.0
September 1993FairSatisfactorySatisfactorySatisfactory3862074.0
December 1991FairSatisfactorySatisfactorySatisfactory4356074.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,3801,369380
Reinforced Concrete Decksq. ft.8,6948,694000
Wearing Surfacessq. ft.8,1428,142000
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.1261065150
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762600160