SR 836 EB over NW 22nd Avenue


+25.78222, -80.23139
25°46'56" N, 80°13'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 836 EB over NW 22nd Avenue
Structure number:870968
Location:900 ft. W of Toll Plaza
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:102.4 ft. [31.2 m]
Total length:102.4 ft. [31.2 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:15°
Owner:State Toll Authority [31]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:72,750 [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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.6 tons [56.0 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.6Not deficientVery GoodVery GoodVery Good72750
July 201396.4Not deficientGoodVery GoodVery Good76000
January 201294.2Not deficientVery GoodExcellentExcellent80500
January 201094.8Not deficientVery GoodExcellentExcellent68000
August 200894.8Not deficientVery GoodExcellentExcellent68000
August 200692.7Not deficientVery GoodExcellentExcellent68000
August 200492.7Not deficientVery GoodExcellentExcellent68000
August 200292.7Not applicableVery GoodExcellentExcellent68000