W Flagler St. over Miami River


+25.77417, -80.20111
25°46'27" N, 80°12'04" W
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:34.8 ft. [10.6 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 2015 

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]
Operating rating:53.0 tons [48.2 metric tons]
Inventory rating:32.6 tons [29.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201557.2Functionally obsoleteSatisfactoryFairSatisfactory18600
February 201357.2Functionally obsoleteSatisfactoryFairSatisfactory18600
February 201157.2Functionally obsoleteSatisfactoryFairSatisfactory18600
February 201068.9Functionally obsoleteSatisfactorySatisfactoryGood18600
February 200970.5Functionally obsoleteSatisfactorySatisfactoryGood18600
February 200771.6Functionally obsoleteSatisfactorySatisfactoryGood13000
February 200571.6Functionally obsoleteSatisfactorySatisfactoryGood13000
February 200374.7Not deficientGoodGoodGood12800
August 200175.8Not deficientGoodGoodGood12700
August 199974.3Not deficientGoodGoodGood21140
May 199874.3Not deficientGoodGoodGood21140
February 199674.3Not deficientGoodGoodGood21140
February 199574.0Not deficientGoodGoodGood21140
August 199374.0Not deficientGoodGoodGood21140
July 199174.0Not deficientGoodGoodGood21140