Krome Ave. S.R.997 over MIAMI CANAL C-6

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+25.94139, -80.43944
25°56'29" N, 80°26'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Krome Ave. S.R.997 over MIAMI CANAL C-6
Structure number:870134
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:38.1 ft. [11.6 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1960
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,100 [as of 2014]
Truck traffic:11% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:61.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201561.6GoodGoodGoodGoodFO14100
April 201362.9GoodGoodGoodGoodFO13200
June 201261.6FairSatisfactorySatisfactoryGoodFO13600
April 201161.6FairSatisfactorySatisfactoryGoodFO13300
April 200962.9FairSatisfactorySatisfactoryGoodFO17500
April 200765.9FairSatisfactorySatisfactoryGoodFO21800
March 200565.9GoodGoodVery GoodVery GoodFO10400
March 200369.1GoodGoodVery GoodVery GoodFO10400
March 200168.8GoodGoodVery GoodVery GoodFO10600
February 199971.2GoodGoodVery GoodVery GoodFO6800
February 199772.8GoodGoodVery GoodVery GoodFO5400
February 199572.7GoodGoodVery GoodVery GoodFO5400
February 199376.7GoodGoodVery GoodVery Good-3836
January 199176.7Good-Very GoodVery Good-3836