Share:

(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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201599.3GoodGoodGoodGood-16000
August 201399.3GoodVery GoodVery GoodVery Good-16000
August 201199.2GoodVery GoodVery GoodVery Good-16250
August 2009100.0GoodVery GoodVery GoodVery Good-16500
August 2007100.0GoodVery GoodVery GoodVery Good-17000
February 2006100.0GoodVery GoodVery GoodVery Good-17000