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CROSSTOWN SR618 EB over EL PRADO BLVD

Map 

Coordinates:
+27.91139, -82.49833
27°54'41" N, 82°29'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 EB over EL PRADO BLVD
Structure number:100313
Location:1.3MI N OF GANDY BLVD.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:91.2 ft. [27.8 m]
Total length:272.7 ft. [83.1 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:30°
Owner:State Toll Authority [31]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:15,250 [as of 2015]
Truck traffic:9% 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:99.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201599.3Not deficientGoodGoodGood15250
July 201399.5Not deficientGoodGoodGood11250
July 201199.4Not deficientGoodGoodGood12500
July 200999.4Not deficientGoodGoodGood12000
August 200799.7Not deficientGoodGoodGood7000
August 200599.4Not deficientGoodGoodGood13000
August 200399.5Not deficientGoodGoodGood9800
March 200392.5Not deficientGoodGoodGood9800
March 200192.5Not deficientGoodGoodGood9800
April 199988.2Functionally obsoleteGoodGoodGood15900
April 199791.4Not deficientGoodVery GoodGood15900
April 199596.8Not deficientGoodVery GoodVery Good15900
April 199397.1Not deficientGoodVery GoodVery Good12234
March 199197.1Not deficientGoodVery GoodGood12234