Share:

SR618 CROSSTOWN EB over EUCLID AVENUE

Map 

Coordinates:
+27.90833, -82.49972
27°54'30" N, 82°29'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN EB over EUCLID AVENUE
Structure number:100311
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:16.4 ft. [5.0 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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201597.3Not deficientGoodGoodGood15250
July 201397.5Not deficientGoodGoodGood11250
July 201196.4Not deficientGoodGoodGood12500
July 200996.4Not deficientGoodGoodGood12000
August 200796.7Not deficientGoodGoodGood7000
August 200596.4Not deficientGoodGoodGood13000
August 200396.5Not deficientGoodGoodGood9800
March 200396.5Not deficientGoodGoodGood9800
March 200189.5Not deficientGoodGoodGood10500
March 199992.2Functionally obsoleteGoodGoodGood15860
March 199794.5Not deficientGoodVery GoodGood15860
April 199589.7Not deficientGoodVery GoodGood15860
March 199390.0Not deficientGoodVery GoodGood12234
March 199190.0Not deficientVery GoodVery GoodGood12234