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FAS 176 over WINCHESTER RD.

Map

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

Facts

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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,5001,4703000
Deck
Reinforced Concrete Decksq. ft.8,92808,92800
Wearing Surfacessq. ft.8,9288,928000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.144144000
Reinforced Concrete Pier Caplinear ft.18615610200
Bearings
Elastomeric Bearingeach8888000
Bridge Rail
Other Material Bridge Raillinear ft.288283050