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SR-60 LEG A over I-275/SR-93

Map 

Coordinates:
+27.94583, -82.53750
27°56'45" N, 82°32'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-60 LEG A over I-275/SR-93
Structure number:100087
Location:1.7 MI WEST OF DALE MABRY
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:369.8 ft. [112.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,800 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:55.9 tons [50.8 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:86.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201586.7FairGoodSatisfactoryGoodFO5800
June 201386.7FairGoodSatisfactoryGoodFO5800
June 201186.5FairGoodSatisfactoryGoodFO6100
June 200974.1FairGoodFairGood-10500
June 200786.1GoodGoodGoodGood-10500
June 200586.1GoodGoodGoodGood-10500
June 200387.1GoodGoodGoodGood-10500
November 200187.1GoodGoodGoodGood-10500
November 199980.6GoodGoodGoodGoodFO10500
December 199776.0GoodGoodGoodGood-35500
December 199578.8GoodVery GoodGoodGoodFO10000
October 199383.1GoodVery GoodGoodGoodFO9723
December 199183.1GoodVery GoodGoodGoodFO9723
March 199083.1GoodVery GoodGoodGoodFO9723