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(SR-618)CROSSTOWN over MAYDELL DRIVE

Map 

Coordinates:
+27.95000, -82.38500
27°56'60" N, 82°23'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618)CROSSTOWN over MAYDELL DRIVE
Structure number:100458
Location:620FT. SOUTH OF SR-60
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:71.5 ft. [21.8 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance above deck:28.5 ft. [8.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Toll Authority [31]
Year built:1981
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:17,250 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.7 tons [38.8 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201597.2Not deficientVery GoodGoodGood17250
August 201397.2Not deficientVery GoodGoodGood17250
August 201197.2Not deficientVery GoodGoodGood17250
August 200998.2Not deficientExcellentGoodGood17750
August 200795.4Not deficientSatisfactoryGoodGood13250
August 200595.8Not deficientSatisfactoryGoodGood24500
August 200398.1Not deficientSatisfactoryGoodGood19750
April 200198.1Not deficientSatisfactoryGoodGood19750
April 199989.1Not deficientGoodGoodGood18300
April 199789.1Not deficientGoodVery GoodVery Good18300
April 199591.5Not deficientGoodVery GoodGood18300
March 199392.9Not deficientGoodVery GoodGood14127
March 199192.9Not deficientGoodVery GoodVery Good14127