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SR618 CROSSTOWN EB over US-92 GANDY BLVD

Map 

Coordinates:
+27.89361, -82.50750
27°53'37" N, 82°30'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618 CROSSTOWN EB over US-92 GANDY BLVD
Structure number:100305
Location:AT SR-618 & 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:85.6 ft. [26.1 m]
Total length:244.4 ft. [74.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:29°
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.0 tons [57.3 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.3Not deficientGoodGoodGood15250
July 201397.5Not deficientGoodGoodGood11250
July 201197.4Not deficientGoodGoodGood12500
July 200997.4Not deficientGoodGoodGood12000
August 200796.7Not deficientGoodGoodGood7000
August 200596.4Not deficientGoodGoodGood13000
August 200397.5Not deficientGoodGoodGood9700
March 200391.5Not deficientGoodGoodGood9700
March 200189.5Not deficientGoodGoodGood8800
March 199995.2Not deficientGoodGoodGood15860
March 199794.5Not deficientGoodGoodGood15860
March 199591.0Not deficientGoodGoodGood15860
March 199391.0Not deficientGoodGoodGood12234
March 199191.0Not deficientGoodGoodGood12234