+35.05139, -89.93389
35°03'05" N, 89°56'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over WINCHESTER RD.
Structure number:79S81110011
Location:SR-176 / WINCHESTER RD.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:144.0 ft. [43.9 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:14.8 ft. [4.5 m]
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: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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,130 [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:Basically intolerable requiring high priority of corrrective action [3]
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:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,005,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201775.0FairSatisfactorySatisfactorySatisfactoryFO25130
March 201547.0PoorFairPoorFairSD23150
March 201363.0FairFairFairFairFO22500
April 201163.0FairFairFairFairFO25140
May 200963.0FairFairFairFairFO24350
September 200763.0FairFairFairFairFO27640
September 200561.0FairSatisfactoryFairSatisfactoryFO27620
September 200361.0FairSatisfactoryFairSatisfactoryFO25560
October 200161.0FairSatisfactoryFairSatisfactoryFO29560
February 200074.0FairSatisfactorySatisfactorySatisfactory-36700
March 199874.0FairSatisfactorySatisfactorySatisfactory-24340
October 199574.0FairSatisfactorySatisfactorySatisfactory-24470
September 199375.3FairSatisfactorySatisfactorySatisfactory-20720
December 199174.0FairSatisfactorySatisfactorySatisfactory-24120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,5001,4703000
Reinforced Concrete Decksq. ft.8,92808,92800
Wearing Surfacessq. ft.8,9288,928000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.144144000
Reinforced Concrete Pier Caplinear ft.18615610200
Elastomeric Bearingeach8888000
Bridge Rail
Other Material Bridge Raillinear ft.288283050