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CROSSTOWN SR-618WB over WILLOW AVENUE

Map 

Coordinates:
+27.94861, -82.47667
27°56'55" N, 82°28'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR-618WB over WILLOW AVENUE
Structure number:100326
Location:4MI NORTH 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:84.6 ft. [25.8 m]
Total length:170.6 ft. [52.0 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:16.7 ft. [5.1 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 

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:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.1Not deficientGoodGoodGood18250
July 201396.1Not deficientGoodGoodGood18250
July 201196.3Not deficientGoodGoodGood15250
July 200997.3Not deficientGoodGoodGood14750
August 200797.6Not deficientGoodGoodGood8000
August 200597.3Not deficientGoodGoodGood14750
August 200397.4Not deficientGoodGoodGood13000
April 200196.4Not deficientGoodGoodGood13000
September 199994.3Not deficientGoodGoodGood14000
April 199794.5Not deficientGoodVery GoodGood16000
April 199590.7Not deficientGoodGoodGood16000
March 199392.0Not deficientGoodVery GoodGood12340
March 199192.0Not deficientGoodVery GoodVery Good12340