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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201598.3GoodGoodGoodGood-15250
July 201398.5GoodGoodGoodGood-11250
July 201198.4GoodGoodGoodGood-12500
July 200998.4GoodGoodGoodGood-12000
August 200798.7GoodGoodGoodGood-7000
August 200598.4GoodGoodGoodGood-13000
August 200398.5GoodGoodGoodGood-9700
March 200391.5GoodGoodGoodGood-9700
March 200187.5GoodGoodGoodGoodFO8800
March 199996.3GoodGoodGoodGood-14970
March 199795.6GoodGoodGoodGood-14970
March 199590.8GoodGoodGoodGood-14970
March 199391.0GoodGoodGoodGood-12234
March 199190.2GoodGoodGoodGood-12234