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CROSSTOWN&RAMP WB over ELPRADO BLVD & RR

Map 

Coordinates:
+27.91139, -82.49861
27°54'41" N, 82°29'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN&RAMP WB over ELPRADO BLVD & RR
Structure number:100312
Location:1.3MI N OF GANDY BLVD.
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:110.9 ft. [33.8 m]
Total length:960.3 ft. [292.7 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
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:13
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:96.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.3Not deficientGoodGoodGood15250
July 201396.5Not deficientGoodGoodGood11250
July 201197.4Not deficientGoodGoodGood12500
July 200997.4Not deficientGoodGoodGood12000
August 200797.7Not deficientGoodGoodGood7000
August 200597.4Not deficientGoodGoodGood13000
August 200397.5Not deficientGoodGoodGood9800
March 200378.4Functionally obsoleteGoodGoodGood9800
March 200178.4Functionally obsoleteGoodGoodGood9800
April 199991.2Functionally obsoleteGoodGoodGood16000
April 199794.5Not deficientGoodGoodGood16000
April 199596.0Not deficientGoodGoodGood16000
April 199398.0Not deficientGoodGoodGood12340
March 199198.0Not deficientGoodGoodGood12340