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COMP SB SR-953 over MIAMI CANAL C-6

Map 

Coordinates:
+25.81056, -80.26444
25°48'38" N, 80°15'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COMP SB SR-953 over MIAMI CANAL C-6
Structure number:870970
Location:N. Of NW 36 St.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.7 ft. [11.5 m]
Total length:141.4 ft. [43.1 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance above deck:17.1 ft. [5.2 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]
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 2017 

Status:Open, no restriction [A]
Average daily traffic:24,000 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:46.0 tons [41.8 metric tons]
Inventory rating:35.5 tons [32.3 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201799.0Not deficientGoodGoodVery Good24000
March 201599.0Not deficientGoodGoodVery Good23250
March 201399.0Not deficientGoodGoodVery Good27250
March 201199.0Not deficientGoodGoodVery Good31000
March 200996.0Not deficientVery GoodVery GoodVery Good24250
March 200796.0Not deficientExcellentExcellentExcellent35500
March 200594.0Not deficientExcellentExcellentExcellent23000