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CROSSTOWN SR618 WB over MACDILL&BAY TO BAY & RR

Map 

Coordinates:
+27.91944, -82.49306
27°55'10" N, 82°29'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 WB over MACDILL&BAY TO BAY & RR
Structure number:100314
Location:1.9MI N OF GANDY BLVD.
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:138.1 ft. [42.1 m]
Total length:703.4 ft. [214.4 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1976
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:8
Main spans material:Steel continuous [4]
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:14,250 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:40.8 tons [37.1 metric tons]
Inventory rating:31.5 tons [28.6 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.9Not deficientSatisfactoryGoodGood14250
July 201394.9Not deficientSatisfactoryGoodGood14250
July 201196.0Not deficientSatisfactoryGoodGood12500
July 200995.5Not deficientSatisfactoryGoodGood12000
August 200795.8Not deficientSatisfactoryGoodGood7000
August 200594.5Not deficientSatisfactoryGoodGood13000
August 200394.5Not deficientSatisfactoryGoodGood11500
March 200389.5Not deficientSatisfactoryGoodGood11500
March 200186.3Not deficientSatisfactoryGoodGood15100
April 199991.3Not deficientGoodGoodGood15100
April 199792.4Not deficientGoodGoodGood15100
April 199584.9Functionally obsoleteSatisfactoryGoodGood15100
April 199384.9Functionally obsoleteSatisfactoryGoodGood12340
May 199184.9Functionally obsoleteSatisfactoryVery GoodVery Good12340