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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:MS 18+Mod / HS 20+Mod [6]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201583.6Not deficientSatisfactoryGoodGood15250
July 201382.8Not deficientSatisfactoryGoodGood11250
July 201183.5Not deficientSatisfactoryGoodGood12500
July 200984.8Not deficientSatisfactoryGoodGood12000
August 200784.8Not deficientSatisfactoryGoodGood7000
August 200584.8Not deficientGoodGoodGood13000
August 200384.8Not deficientGoodGoodGood9800
March 200379.6Not deficientGoodGoodGood9800
March 200176.6Not deficientGoodGoodGood16000
March 199978.7Functionally obsoleteGoodGoodGood16000
March 199780.6Not deficientGoodVery GoodGood16000
March 199574.8Not deficientSatisfactoryVery GoodGood16000
March 199377.3Not deficientSatisfactoryVery GoodGood12340
March 199190.0Not deficientSatisfactoryVery GoodGood12340