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


+27.93028, -82.35111
27°55'49" N, 82°21'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:(SR-618) CROSSTOWN over US-301 (SR-43)
Structure number:100465
Location:1.1MI 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:82.0 ft. [25.0 m]
Total length:247.7 ft. [75.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:State Toll Authority [31]
Year built:1984
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:4
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: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:55.9 tons [50.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201598.0Not deficientGoodGoodGood16000
August 201398.0Not deficientGoodGoodGood16000
August 201198.0Not deficientGoodGoodGood16250
August 200997.0Not deficientGoodGoodGood16500
August 200797.0Not deficientGoodGoodGood22000
August 200599.0Not deficientGoodGoodGood20750
August 200399.0Not deficientGoodGoodGood17000
December 200198.2Not deficientGoodGoodGood17000
December 199994.0Not deficientGoodGoodGood16500
December 199794.0Not deficientVery GoodVery GoodVery Good13500
January 199694.0Not deficientVery GoodVery GoodVery Good13500
March 199494.0Not deficientVery GoodVery GoodVery Good13086
June 199294.0Not deficientVery GoodVery GoodVery Good18927
August 199094.0Not deficientVery GoodVery GoodVery Good7500