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SR 836 EB over SR 973 (NW 87th Avenue)

Map 

Coordinates:
+25.78111, -80.33611
25°46'52" N, 80°20'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 836 EB over SR 973 (NW 87th Avenue)
Structure number:870503
Location:1.0 miles west of SR 826
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:79.7 ft. [24.3 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Toll Authority [31]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:70,500 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:74.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201574.6GoodVery GoodVery GoodVery Good-70500
May 201374.6GoodVery GoodVery GoodVery Good-70500
September 201174.6GoodVery GoodVery GoodVery Good-70500
September 200990.7GoodVery GoodVery GoodVery Good-68000
January 200892.3GoodGoodGoodGood-78500
January 200692.8GoodGoodGoodGood-67653
September 200392.9GoodGoodGoodGood-65483
October 200192.4GoodGoodGoodGood-76250
October 199987.2GoodGoodGoodGood-55000
August 199791.8GoodGoodGoodGood-55000
March 199574.7GoodGoodVery GoodVery GoodFO55000
March 199375.0GoodGoodVery GoodVery GoodFO52095
September 199196.1GoodVery GoodVery GoodVery Good-52095