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Comp NB SR-953 over Miami Canal C-6

Map 

Coordinates:
+25.81000, -80.26417
25°48'36" N, 80°15'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Comp NB SR-953 over Miami Canal C-6
Structure number:870971
Location:N. Of NW 36 St.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.4 ft. [12.0 m]
Total length:147.6 ft. [45.0 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:6.2 ft. [1.9 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:2005
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:23,250 [as of 2014]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201582.0Not deficientGoodGoodGood23250
March 201382.0Not deficientGoodGoodGood27250
March 201182.0Not deficientGoodGoodGood31000
April 200982.0Not deficientGoodGoodGood24250
March 200779.0Not deficientExcellentExcellentExcellent21000
March 200524.0Not deficientExcellentExcellentExcellent21000