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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:100457
Location:575FT. 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 below bridge:18.4 ft. [5.6 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

Good/Fair/Poor Condition:Good
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.0 tons [38.2 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:97.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201597.2GoodVery GoodGoodGood-17250
August 201397.2GoodVery GoodGoodGood-17250
August 201197.2GoodVery GoodGoodGood-17250
August 200998.2GoodExcellentGoodGood-17750
August 200796.4FairSatisfactoryGoodGood-13250
August 200595.8FairSatisfactoryGoodGood-24500
August 200398.1FairSatisfactoryGoodGood-19750
April 200198.1FairSatisfactoryGoodGood-19750
April 199990.3GoodGoodGoodGood-14300
April 199789.5GoodGoodVery GoodVery Good-14300
April 199591.8GoodGoodVery GoodVery Good-14300
March 199393.1GoodGoodVery GoodVery Good-11055
March 199193.1GoodGoodVery GoodVery Good-11055