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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201466.8Not deficientGoodGoodGood4162
June 201266.8Not deficientGoodGoodGood4162
June 201043.8Structurally deficientFairFairPoor4162
June 200943.8Structurally deficientFairFairPoor4162
June 200843.8Structurally deficientFairFairPoor4162
September 200654.8Not deficientFairFairFair4162
September 200454.8Not deficientFairFairFair4162
December 200271.8Not deficientFairFairFair4162
March 200050.5Not deficientFairSatisfactoryFair4162
March 199848.0Not deficientFairSatisfactoryFair4080
March 199649.0Not deficientSatisfactorySatisfactoryFair4000
May 199450.0Not deficientSatisfactorySatisfactoryFair4000
May 199250.0Not deficientSatisfactorySatisfactoryFair4000
May 199061.0Not deficientSatisfactorySatisfactorySatisfactory1980