SR 836 WB over NW 22nd Avenue


+25.78250, -80.23111
25°46'57" N, 80°13'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 836 WB over NW 22nd Avenue
Structure number:870145
Location:0.5 mi. E of SR 9 (NW 27)
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:85.3 ft. [26.0 m]
Total length:154.5 ft. [47.1 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:15°
Owner:State Toll Authority [31]
Year built:1968
Year reconstructed:2001
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:72,750 [as of 2015]
Truck traffic:3% 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.3 tons [41.2 metric tons]
Inventory rating:30.8 tons [28.0 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201592.4Not deficientGoodGoodGood72750
July 201392.3Not deficientGoodGoodGood76000
November 201192.0Not deficientGoodGoodGood80500
December 200992.5Not deficientGoodSatisfactoryGood73250
January 200892.5Not deficientGoodSatisfactoryGood73250
January 200692.5Not deficientGoodSatisfactoryGood73250
October 200392.7Not deficientGoodSatisfactoryGood69250
November 200191.8Not deficientGoodSatisfactoryGood67500
November 199989.5Not deficientGoodSatisfactoryGood71000
August 199787.1Not deficientGoodSatisfactoryGood71000
March 199588.5Not deficientGoodSatisfactoryGood71000
March 199388.9Not deficientGoodGoodGood66392
July 199188.9Not deficientGoodGoodGood66392