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EB SR - 714 over Danforth Creek

Map

Coordinates:
+27.17221, -80.27079
27°10'20" N, 80°16'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB SR - 714 over Danforth Creek
Structure number:890134
Location:2.5 mi East of TPK Exit
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:58.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodVery GoodGoodGood1825058.8
February 2017GoodVery GoodVery GoodGood1700058.8
February 2015FairSatisfactorySatisfactoryGood1550058.8
February 2013FairSatisfactorySatisfactoryGood1550055.8
February 2011FairSatisfactorySatisfactoryGood1750055.8
February 2009GoodGoodGoodVery Good1750068.4
February 2007GoodGoodGoodVery Good1700068.5
February 2005GoodGoodVery GoodVery Good1725069.6
February 2003GoodVery GoodVery GoodVery Good1625071.7
February 2001GoodGoodGoodGood1650071.7
February 1999GoodGoodGoodGood1525071.7
February 1997GoodGoodGoodGood625091.9
February 1995GoodVery GoodVery GoodVery Good625070.8
December 1992GoodVery GoodVery GoodVery Good870078.2
January 1991GoodVery GoodVery GoodVery Good1050080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6605970
Prestressed Concrete Pileeach100910
Bearings
Elastomeric Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8080000