SR 836 EB over NW 29th Avenue


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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201592.5Not deficientVery GoodVery GoodVery Good86500
July 201392.5Not deficientVery GoodVery GoodVery Good86500
November 201192.5Not deficientVery GoodVery GoodVery Good86500
December 200989.9Not deficientVery GoodVery GoodVery Good86500
January 200889.9Not deficientVery GoodVery GoodVery Good85250
January 200689.6Not deficientGoodGoodGood91750
October 200390.2Not deficientGoodGoodGood78750
November 200190.6Not deficientGoodGoodGood71750
November 199991.0Not deficientGoodGoodGood81500
May 199788.2Not deficientGoodGoodGood81500
January 199591.9Not deficientVery GoodGoodGood81500
December 199293.0Not deficientVery GoodGoodGood67135
February 199192.6Not deficientVery GoodVery GoodVery Good72653