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W Flagler St. over Miami River

Map

Coordinates:
+25.77417, -80.20123
25°46'27" N, 80°12'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W Flagler St. over Miami River
Structure number:870661
Location:500ft W of I-95
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:202.4 ft. [61.7 m]
Total length:650.6 ft. [198.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1967
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]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,600 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:57.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairSatisfactory1860057.2
February 2015FairSatisfactoryFairSatisfactory1860057.2
February 2013FairSatisfactoryFairSatisfactory1860057.2
February 2011FairSatisfactoryFairSatisfactory1860057.2
February 2010FairSatisfactorySatisfactoryGood1860068.9
February 2009FairSatisfactorySatisfactoryGood1860070.5
February 2007FairSatisfactorySatisfactoryGood1300071.6
February 2005FairSatisfactorySatisfactoryGood1300071.6
February 2003GoodGoodGoodGood1280074.7
August 2001GoodGoodGoodGood1270075.8
August 1999GoodGoodGoodGood2114074.3
May 1998GoodGoodGoodGood2114074.3
February 1996GoodGoodGoodGood2114074.3
February 1995GoodGoodGoodGood2114074.0
August 1993GoodGoodGoodGood2114074.0
July 1991GoodGoodGoodGood2114074.0