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FAS 176 over SR176 / 05012

Map

Coordinates:
+35.06472, -89.93222
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: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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3801,369380
Deck
Reinforced Concrete Decksq. ft.8,69408,69400
Wearing Surfacessq. ft.8,6948,694000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pier Caplinear ft.1261065150
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2762600160