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CROSSTOWN SR-618EB over MISSISSIPPI AVENUE

Map

Coordinates:
+27.92861, -82.48583
27°55'43" N, 82°29'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CROSSTOWN SR-618EB over MISSISSIPPI AVENUE
Structure number:100317
Location:2.7MI 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:55.4 ft. [16.9 m]
Total length:153.6 ft. [46.8 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:39°
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,250 [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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:96.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201596.1GoodGoodGoodGood-18250
July 201396.1GoodGoodGoodGood-18250
July 201197.3GoodGoodGoodGood-15250
July 200997.3GoodGoodGoodGood-14750
August 200797.6GoodGoodGoodGood-8000
August 200597.3GoodGoodGoodGood-14750
August 200397.4GoodGoodGoodGood-13000
March 200392.3GoodGoodGoodGood-13000
March 200192.3GoodGoodGoodGood-13000
March 199991.2GoodGoodGoodGoodFO15860
March 199793.5GoodGoodGoodGood-15860
April 199585.6GoodGoodVery GoodGoodFO15860
March 199387.0GoodGoodVery GoodGoodFO12234
March 199187.0GoodGoodVery GoodGoodFO12234