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SR-60 WB over TAMPA BYPASS CANAL

Map 

Coordinates:
+27.95250, -82.37083
27°57'09" N, 82°22'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-60 WB over TAMPA BYPASS CANAL
Structure number:100080
Location:1.8 MILES EAST OF US-41
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.5 ft. [16.6 m]
Total length:651.6 ft. [198.6 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1970
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:12
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:15,245 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:52.6 tons [47.8 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:96.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$11,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201596.4Not deficientGoodGoodGood15245
June 201395.3Not deficientFairGoodGood15465
June 201194.3Not deficientFairGoodGood16488
June 200992.3Not deficientFairGoodGood16140
June 200792.2Not deficientFairGoodGood17596
June 200596.0Not deficientFairGoodGood20750
June 200397.1Not deficientSatisfactoryGoodGood19750
November 200198.2Not deficientGoodSatisfactoryGood17000
November 199996.0Not deficientGoodVery GoodGood21000
January 199895.5Not deficientGoodVery GoodGood16500
January 199691.8Not deficientVery GoodVery GoodVery Good14971
August 199496.9Not deficientVery GoodVery GoodVery Good15207
October 199296.8Not deficientVery GoodVery GoodVery Good16547
September 199096.8Not deficientVery GoodVery GoodVery Good16547