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SR618 CROSSTOWN EB over US92/SR-600 DALE MBRYHWY

Map 

Coordinates:
+27.89611, -82.50611
27°53'46" N, 82°30'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN EB over US92/SR-600 DALE MBRYHWY
Structure number:100307
Location:0.2 MI 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:106.3 ft. [32.4 m]
Total length:380.9 ft. [116.1 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:61°
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:4
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:51.9 tons [47.2 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201598.3Not deficientGoodGoodGood15250
July 201398.5Not deficientGoodGoodGood11250
July 201198.4Not deficientGoodGoodGood12500
July 200998.4Not deficientGoodGoodGood12000
August 200798.7Not deficientGoodGoodGood7000
August 200598.4Not deficientGoodGoodGood13000
August 200398.5Not deficientGoodGoodGood9700
March 200391.5Not deficientGoodGoodGood9700
March 200187.5Functionally obsoleteGoodGoodGood8800
March 199996.3Not deficientGoodGoodGood14970
March 199795.6Not deficientGoodGoodGood14970
March 199590.8Not deficientGoodGoodGood14970
March 199391.0Not deficientGoodGoodGood12234
March 199190.2Not deficientGoodGoodGood12234