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CROSSTOWN SR618 EB over SWANN AVENUE

Map 

Coordinates:
+27.94056, -82.48528
27°56'26" N, 82°29'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 EB over SWANN AVENUE
Structure number:100323
Location:3.4MI NORTH 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:83.3 ft. [25.4 m]
Total length:220.8 ft. [67.3 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:35°
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201597.3GoodGoodGoodGood-18250
July 201397.3GoodGoodGoodGood-18250
July 201197.6GoodGoodGoodGood-15250
July 200997.6GoodGoodGoodGood-14750
August 200798.2GoodGoodGoodGood-8000
August 200597.6GoodGoodGoodGood-14750
August 200397.8GoodGoodGoodGood-13000
April 200198.4GoodGoodGoodGood-13000
April 199996.2GoodGoodGoodGood-15860
April 199795.5GoodGoodVery GoodGood-15860
March 199589.7GoodGoodVery GoodGood-15860
March 199391.0GoodGoodVery GoodGood-12234
March 199191.0GoodGoodGoodGood-12234