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SR618 CROSSTOWN WB over EUCLID AVENUE

Map 

Coordinates:
+27.90833, -82.50028
27°54'30" N, 82°30'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN WB over EUCLID AVENUE
Structure number:100310
Location:1.1MI N OF GANDY BLVD
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:78.1 ft. [23.8 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:30°
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:Prestressed concrete [5]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:93.8 tons [85.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201597.3GoodGoodGoodGood-15250
July 201397.5GoodGoodGoodGood-11250
July 201196.4GoodGoodGoodGood-12500
July 200996.4GoodGoodGoodGood-12000
August 200796.7GoodGoodGoodGood-7000
August 200596.4GoodGoodGoodGood-13000
August 200396.5GoodGoodGoodGood-9800
March 200396.5GoodGoodGoodGood-9800
March 200189.4GoodGoodGoodGood-11000
March 199992.2GoodGoodGoodGoodFO16000
March 199794.5GoodGoodGoodGood-16000
April 199589.7GoodGoodGoodGood-16000
March 199390.0GoodGoodGoodGood-12340
March 199190.0GoodGoodGoodGood-12340