Share:

SR618 CROSSTOWN WB over SR-600/US 92 GANDY BLVD

Map 

Coordinates:
+27.89361, -82.50806
27°53'37" N, 82°30'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN WB over SR-600/US 92 GANDY BLVD
Structure number:100304
Location:AT SR-618 & 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:85.6 ft. [26.1 m]
Total length:257.6 ft. [78.5 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:34°
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:4
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:Meets minimum tolerable limits to be left in place as is [4]
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:66.9 tons [60.8 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:92.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201592.2Not deficientGoodGoodGood15250
July 201397.5Not deficientGoodGoodGood11250
July 201197.4Not deficientGoodGoodGood12500
July 200997.4Not deficientGoodGoodGood12000
August 200797.7Not deficientGoodGoodGood7000
August 200597.4Not deficientGoodGoodGood13000
August 200392.5Not deficientGoodGoodGood9700
March 200392.5Not deficientGoodGoodGood9700
March 200189.5Not deficientGoodGoodGood9200
March 199995.2Not deficientGoodGoodGood17000
March 199794.4Not deficientGoodGoodGood17000
March 199591.0Not deficientGoodGoodGood17000
March 199391.0Not deficientGoodGoodGood12340
March 199191.0Not deficientVery GoodGoodGood12340