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(SR-618) CROSSTOWN over MCKAY BAY GREENWAY

Map 

Coordinates:
+27.95444, -82.41528
27°57'16" N, 82°24'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618) CROSSTOWN over MCKAY BAY GREENWAY
Structure number:100805
Location:0.8MI WEST OF US-41
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:88.9 ft. [27.1 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:2005
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:20,750 [as of 2015]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.5 tons [66.8 metric tons]
Inventory rating:44.0 tons [40.0 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.0Not deficientGoodGoodGood20750
August 201399.0Not deficientVery GoodVery GoodVery Good20750
August 201199.1Not deficientVery GoodVery GoodVery Good20250
August 200999.0Not deficientVery GoodVery GoodVery Good21800
August 200799.0Not deficientVery GoodVery GoodVery Good22000
February 200697.9Not deficientVery GoodVery GoodVery Good22000