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(SR-618) CROSSTOWN over US-301 (SR-43)

Map 

Coordinates:
+27.93000, -82.35111
27°55'48" N, 82°21'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618) CROSSTOWN over US-301 (SR-43)
Structure number:100811
Location:1.1 MI WEST OF I-75
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:124.3 ft. [37.9 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
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:2
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:16,000 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:109.8 tons [99.8 metric tons]
Inventory rating:67.0 tons [60.9 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2015100.0Not deficientVery GoodGoodVery Good16000
August 2013100.0Not deficientVery GoodGoodVery Good16000
August 2011100.0Not deficientVery GoodGoodVery Good16250
August 200999.0Not deficientVery GoodVery GoodVery Good16500
August 200799.0Not deficientVery GoodVery GoodVery Good20750
July 2006100.0Not deficientVery GoodVery GoodVery Good20750