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CROSSTOWN SR618 WB over SWANN AVENUE

Map

Coordinates:
+27.94000, -82.48639
27°56'24" N, 82°29'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CROSSTOWN SR618 WB over SWANN AVENUE
Structure number:100322
Location:3.5MI 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:83.7 ft. [25.5 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:15.1 ft. [4.6 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 minimum criteria [6]
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:98.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201598.1GoodGoodGoodGood-18250
July 201398.1GoodGoodGoodGood-18250
July 201198.3GoodGoodGoodGood-15250
July 200998.3GoodGoodGoodGood-14750
August 200798.6GoodGoodGoodGood-8000
August 200598.3GoodGoodGoodGood-14750
August 200398.4GoodGoodGoodGood-13000
April 200198.4GoodGoodGoodGood-13000
April 199994.2GoodGoodGoodGood-16000
April 199795.5GoodGoodVery GoodGood-16000
April 199589.7GoodGoodVery GoodGood-16000
March 199391.0GoodGoodVery GoodGood-12340
March 199191.0GoodGoodGoodGood-12340