FAS 176 over SR176 / 05012


+35.06472, -89.93222
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:14.4 ft. [4.4 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201779.0FairSatisfactorySatisfactorySatisfactory-35870
March 201576.0FairFairSatisfactorySatisfactoryFO32180
March 201376.0FairFairSatisfactorySatisfactoryFO33540
April 201176.0FairFairSatisfactorySatisfactoryFO34120
May 200976.0FairFairSatisfactorySatisfactoryFO35230
September 200776.0FairFairSatisfactorySatisfactoryFO37520
September 200579.0FairSatisfactorySatisfactorySatisfactory-38270
October 200379.0FairSatisfactorySatisfactorySatisfactory-39770
October 200179.0FairSatisfactorySatisfactorySatisfactory-42480
February 200079.0FairSatisfactorySatisfactorySatisfactory-45780
March 199874.0FairSatisfactorySatisfactorySatisfactory-43750
October 199574.0FairSatisfactorySatisfactorySatisfactory-42260
September 199374.0FairSatisfactorySatisfactorySatisfactory-38620
December 199174.0FairSatisfactorySatisfactorySatisfactory-43560

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,3801,369380
Reinforced Concrete Decksq. ft.8,69408,69400
Wearing Surfacessq. ft.8,6948,694000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pier Caplinear ft.1261065150
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762600160