Share:

CROSSTOWN SR618 EB over SWANN AVENUE

Map 

Coordinates:
+27.94056, -82.48528
27°56'26" N, 82°29'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 EB over SWANN AVENUE
Structure number:100323
Location:3.4MI 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:83.3 ft. [25.4 m]
Total length:220.8 ft. [67.3 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:35°
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:18,250 [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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.3Not deficientGoodGoodGood18250
July 201397.3Not deficientGoodGoodGood18250
July 201197.6Not deficientGoodGoodGood15250
July 200997.6Not deficientGoodGoodGood14750
August 200798.2Not deficientGoodGoodGood8000
August 200597.6Not deficientGoodGoodGood14750
August 200397.8Not deficientGoodGoodGood13000
April 200198.4Not deficientGoodGoodGood13000
April 199996.2Not deficientGoodGoodGood15860
April 199795.5Not deficientGoodVery GoodGood15860
March 199589.7Not deficientGoodVery GoodGood15860
March 199391.0Not deficientGoodVery GoodGood12234
March 199191.0Not deficientGoodGoodGood12234