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RAMP I275SB TO DWN over FLORIDA AVE.

Map 

Coordinates:
+27.95667, -82.46111
27°57'24" N, 82°27'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP I275SB TO DWN over FLORIDA AVE.
Structure number:100651
Location:0.2MI E OF HILLSBOROUGH R
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:143.1 ft. [43.6 m]
Total length:1298.9 ft. [395.9 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2005
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:16
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.2 tons [53.8 metric tons]
Inventory rating:36.4 tons [33.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201490.4Functionally obsoleteVery GoodGoodVery Good3700
June 201290.2Not deficientVery GoodVery GoodVery Good5200
June 201096.0Not deficientVery GoodVery GoodVery Good227500
June 200896.0Not deficientVery GoodVery GoodVery Good182000
October 200696.0Not deficientVery GoodVery GoodVery Good182000