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(SR-618) CROSSTOWN over DELANEY CREEK

Map 

Coordinates:
+27.93222, -82.35556
27°55'56" N, 82°21'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:(SR-618) CROSSTOWN over DELANEY CREEK
Structure number:100808
Location:0.3 MI WEST 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:31.2 ft. [9.5 m]
Total length:84.3 ft. [25.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:36°
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2015]
Truck traffic:6% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:99.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.3Not deficientGoodGoodGood16000
August 201399.3Not deficientVery GoodVery GoodVery Good16000
August 201199.2Not deficientVery GoodVery GoodVery Good16250
August 2009100.0Not deficientVery GoodVery GoodVery Good16500
August 2007100.0Not deficientVery GoodVery GoodVery Good17000
February 2006100.0Not deficientVery GoodVery GoodVery Good17000