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CROSSTOWN SR-618EB over WILLOW AVENUE

Map 

Coordinates:
+27.94833, -82.47667
27°56'54" N, 82°28'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR-618EB over WILLOW AVENUE
Structure number:100327
Location:4MI N OF GANDY BLVD.
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:85.0 ft. [25.9 m]
Total length:171.3 ft. [52.2 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:14.4 ft. [4.4 m]
Skew angle:11°
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:96.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201596.3GoodGoodGoodGood-18250
July 201395.2GoodGoodGoodGood-18250
July 201196.5GoodGoodGoodGood-15250
July 200996.6GoodGoodGoodGood-14750
August 200797.2GoodGoodGoodGood-8000
August 200596.6GoodGoodGoodGood-14750
August 200396.8GoodGoodGoodGood-13000
April 200196.4GoodGoodGoodGood-13000
April 199992.2GoodGoodGoodGoodFO15860
April 199794.5GoodGoodGoodGood-15860
April 199590.7GoodGoodGoodGood-15860
March 199392.0GoodGoodVery GoodVery Good-12234
March 199192.0GoodGoodVery GoodVery Good-12234