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(SR-618) XTOWN over CSX RAILROAD

Map 

Coordinates:
+27.95250, -82.42639
27°57'09" N, 82°25'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618) XTOWN over CSX RAILROAD
Structure number:100802
Location:1.6 MILES WEST OF US-41
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:97.4 ft. [29.7 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:State Toll Authority [31]
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:3
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.5 tons [62.3 metric tons]
Inventory rating:41.1 tons [37.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2015100.0Not deficientGoodVery GoodGood21000
August 2013100.0Not deficientVery GoodVery GoodVery Good21000
August 2011100.0Not deficientVery GoodVery GoodVery Good14500
August 2009100.0Not deficientExcellentExcellentExcellent20300
August 2007100.0Not deficientExcellentExcellentExcellent17200
October 2006100.0Not deficientExcellentExcellentExcellent17200