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SR618A (CROSSTOWN) over 12TH ST TO 26TH ST

Map 

Coordinates:
+27.95528, -82.44639
27°57'19" N, 82°26'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR618A (CROSSTOWN) over 12TH ST TO 26TH ST
Structure number:100800
Location:1.7MI W OF 50TH ST (US41)
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:155.8 ft. [47.5 m]
Total length:6842.2 ft. [2085.4 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:State Toll Authority [31]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:50
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2013]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.7 tons [65.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201492.9Not deficientGoodGoodGood21000
August 201293.4Not deficientGoodGoodVery Good17500
August 201095.7Not deficientGoodGoodVery Good7000
August 200895.7Not deficientGoodGoodVery Good6341
August 200695.7Not deficientGoodGoodVery Good6341