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CROSSTOWN SR618 EB over MACDILL & BAY TO BAY BLV

Map 

Coordinates:
+27.91944, -82.49278
27°55'10" N, 82°29'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 EB over MACDILL & BAY TO BAY BLV
Structure number:100315
Location:1.9MI N 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:139.1 ft. [42.4 m]
Total length:809.4 ft. [246.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 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:2
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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,250 [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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:36.1 tons [32.8 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201598.3GoodGoodGoodGood-14250
July 201398.3GoodGoodGoodGood-14250
July 201198.4GoodGoodGoodGood-12500
July 200995.5GoodGoodGoodGood-12000
August 200790.7GoodGoodGoodGood-7000
August 200590.4GoodGoodGoodGood-13000
August 200390.5GoodGoodGoodGood-11500
March 200390.5GoodGoodGoodGood-11500
March 200186.3GoodGoodGoodGood-14970
April 199991.3GoodGoodGoodGood-14970
April 199792.4GoodGoodGoodGood-14970
April 199584.9GoodGoodVery GoodVery GoodFO14970
April 199388.0GoodVery GoodVery GoodVery GoodFO12234
May 199188.0GoodVery GoodVery GoodVery GoodFO12234