WB SR - 714 over Danforth Creek


+27.17236, -80.27064
27°10'20" N, 80°16'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB SR - 714 over Danforth Creek
Structure number:890135
Location:2.5 mi East of TPK Exit
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,250 [as of 2018]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood1825075.5
February 2017GoodVery GoodVery GoodGood1700075.5
February 2015FairSatisfactorySatisfactoryGood1550075.5
February 2013FairSatisfactorySatisfactoryGood1550075.5
February 2011FairSatisfactorySatisfactoryGood1750077.2
February 2009GoodGoodGoodVery Good1750090.5
February 2007GoodGoodGoodVery Good1700089.5
February 2005GoodGoodGoodVery Good1725091.4
February 2003GoodGoodGoodVery Good1625092.4
February 2001FairSatisfactorySatisfactoryGood1600092.4
February 1999GoodGoodGoodGood1525092.5
February 1997GoodGoodGoodGood1325087.4
February 1995GoodGoodGoodGood625090.4
December 1992GoodGoodVery GoodVery Good1020094.2
December 1990GoodGoodVery GoodVery Good1008480.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.98494900
Prestressed Concrete Pileeach1401400
Elastomeric Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4141000
Other Material Bridge Raillinear ft.4141000