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SR618 CROSSTOWN EB over HIMES AVENUE

Map

Coordinates:
+27.90472, -82.50194
27°54'17" N, 82°30'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR618 CROSSTOWN EB over HIMES AVENUE
Structure number:100309
Location:0.9MI NORTH 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:155.2 ft. [47.3 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:15.1 ft. [4.6 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:Good
Status:Open, no restriction [A]
Average daily traffic:15,250 [as of 2015]
Truck traffic:9% 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:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:98.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201598.3GoodGoodGoodGood-15250
July 201398.5GoodGoodGoodGood-11250
July 201197.4GoodGoodGoodGood-12500
July 200997.4GoodGoodGoodGood-12000
August 200796.7GoodGoodGoodGood-7000
August 200596.4GoodGoodGoodGood-13000
August 200396.5GoodGoodGoodGood-9800
March 200391.5GoodGoodGoodGood-9800
March 200187.2GoodGoodGoodGoodFO15860
March 199994.2GoodGoodGoodGood-15860
March 199795.5GoodGoodVery GoodGood-15860
March 199590.7GoodGoodVery GoodGood-15860
March 199391.0GoodGoodVery GoodGood-12234
March 199191.0FairSatisfactoryVery GoodGood-12234