SE 8th Street over Brickell Bay


+26.28194, -80.31944
26°16'55" N, 80°19'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SE 8th Street over Brickell Bay
Structure number:876414
Location:500 Ft. East of US-1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:61.4 ft. [18.7 m]
Total length:802.5 ft. [244.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:7.9 ft. [2.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,162 [as of 2014]
Truck traffic:2% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.2 tons [62.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:66.8
Estimated cost of work:$5,590,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201666.8GoodGoodGoodGood-4162
June 201466.8GoodGoodGoodGood-4162
June 201266.8GoodGoodGoodGood-4162
June 201043.8PoorFairFairPoorSD4162
June 200943.8PoorFairFairPoorSD4162
June 200843.8PoorFairFairPoorSD4162
September 200654.8FairFairFairFair-4162
September 200454.8FairFairFairFair-4162
December 200271.8FairFairFairFair-4162
March 200050.5FairFairSatisfactoryFair-4162
March 199848.0FairFairSatisfactoryFair-4080
March 199649.0FairSatisfactorySatisfactoryFair-4000
May 199450.0FairSatisfactorySatisfactoryFair-4000
May 199250.0FairSatisfactorySatisfactoryFair-4000
May 199061.0FairSatisfactorySatisfactorySatisfactory-1980