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SR 836 EB over NW 29th Avenue

Map 

Coordinates:
+25.78444, -80.24194
25°47'04" N, 80°14'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 836 EB over NW 29th Avenue
Structure number:870552
Location:0.15 mi. W of NW 27th Ave
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:73.5 ft. [22.4 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1968
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:86,500 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201592.5GoodVery GoodVery GoodVery Good-86500
July 201392.5GoodVery GoodVery GoodVery Good-86500
November 201192.5GoodVery GoodVery GoodVery Good-86500
December 200989.9GoodVery GoodVery GoodVery Good-86500
January 200889.9GoodVery GoodVery GoodVery Good-85250
January 200689.6GoodGoodGoodGood-91750
October 200390.2GoodGoodGoodGood-78750
November 200190.6GoodGoodGoodGood-71750
November 199991.0GoodGoodGoodGood-81500
May 199788.2GoodGoodGoodGood-81500
January 199591.9GoodVery GoodGoodGood-81500
December 199293.0GoodVery GoodGoodGood-67135
February 199192.6GoodVery GoodVery GoodVery Good-72653