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SR618 CROSSTOWN WB over HIMES AVENUE

Map 

Coordinates:
+27.90500, -82.50194
27°54'18" N, 82°30'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN WB over HIMES AVENUE
Structure number:100308
Location:0.9Mi N OF GANDY BLVD.
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:155.5 ft. [47.4 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:62°
Owner:State Toll Authority [31]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,250 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.1 tons [35.5 metric tons]
Inventory rating:23.1 tons [21.0 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201583.6FairSatisfactoryGoodGood-15250
July 201382.8FairSatisfactoryGoodGood-11250
July 201183.5FairSatisfactoryGoodGood-12500
July 200984.8FairSatisfactoryGoodGood-12000
August 200784.8FairSatisfactoryGoodGood-7000
August 200584.8GoodGoodGoodGood-13000
August 200384.8GoodGoodGoodGood-9800
March 200379.6GoodGoodGoodGood-9800
March 200176.6GoodGoodGoodGood-16000
March 199978.7GoodGoodGoodGoodFO16000
March 199780.6GoodGoodVery GoodGood-16000
March 199574.8FairSatisfactoryVery GoodGood-16000
March 199377.3FairSatisfactoryVery GoodGood-12340
March 199190.0FairSatisfactoryVery GoodGood-12340