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SR-826NB TO SR-972 over CORAL GABLES CANAL

Map 

Coordinates:
+25.74694, -80.31833
25°44'49" N, 80°19'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-826NB TO SR-972 over CORAL GABLES CANAL
Structure number:870764
Location:400FT S/O SW 24 ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:37.4 ft. [11.4 m]
Total length:97.4 ft. [29.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2008
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2014]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:65.2 tons [59.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.5Not deficientGoodGoodGood10500
May 201297.5Not deficientGoodGoodVery Good10500
May 201097.5Not deficientGoodGoodVery Good10500
May 200897.5Not deficientGoodGoodVery Good10500