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(SR-618A) X-TOWN over DELANEY CREEK

Map 

Coordinates:
+27.93250, -82.35583
27°55'57" N, 82°21'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618A) X-TOWN over DELANEY CREEK
Structure number:100810
Location:0.3MI W OF US-301
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:33.1 ft. [10.1 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:2004
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:108.5 tons [98.6 metric tons]
Inventory rating:65.0 tons [59.1 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2015100.0Not deficientGoodGoodVery Good11500
August 2013100.0Not deficientGoodGoodVery Good11500
August 2011100.0Not deficientGoodGoodVery Good15500
August 2009100.0Not deficientGoodGoodVery Good9400
August 2007100.0Not deficientGoodGoodVery Good5000
December 2006100.0Not deficientVery GoodVery GoodVery Good5000