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63 St. over Indian Creek Canal

Map

Coordinates:
+25.84435, -80.12231
25°50'40" N, 80°07'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:63 St. over Indian Creek Canal
Structure number:870613
Location:500 ft W of SR-A1A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.5 ft. [22.7 m]
Total length:318.9 ft. [97.2 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,500 [as of 2017]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:54.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood3050054.1
April 2015GoodVery GoodGoodGood2850055.0
May 2013GoodVery GoodGoodGood2850052.0
May 2011GoodVery GoodGoodGood3150050.7
May 2010GoodVery GoodGoodGood3500065.0
May 2009GoodVery GoodGoodGood3850063.8
February 2007FairFairFairSatisfactory3150055.0
February 2005FairFairFairSatisfactory2800056.4
February 2003GoodGoodGoodGood3200068.9
August 1999GoodGoodGoodGood2681370.6
August 1998GoodGoodGoodGood2681370.6
April 1996GoodGoodGoodGood2681370.9
September 1995GoodGoodGoodGood2681370.3
September 1993GoodGoodGoodGood2681370.3
May 1991GoodGoodGoodGood2681370.3
June 1990GoodGoodGoodGood2681370.3