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FAS 176 over SR176 / 05012

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3801,369380
Deck
Reinforced Concrete Decksq. ft.8,6948,694000
Wearing Surfacessq. ft.8,1428,142000
Substructure
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.1261065150
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762600160