SR 836 EB over SR 953 (NW 42nd Avenue)


+25.78500, -80.26389
25°47'06" N, 80°15'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 836 EB over SR 953 (NW 42nd Avenue)
Structure number:870291
Location:EB SR 836 over Lejuene Rd
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:59.4 ft. [18.1 m]
Total length:198.5 ft. [60.5 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:25°
Owner:State Toll Authority [31]
Year built:1969
Year reconstructed:1980
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: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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:89,500 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.2 tons [35.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201591.6Not deficientGoodVery GoodVery Good89500
June 201391.6Not deficientGoodVery GoodVery Good89500
November 201191.6Not deficientGoodVery GoodVery Good89500
December 200989.6Not deficientGoodVery GoodVery Good89500
January 200889.5Not deficientSatisfactoryGoodGood92000
January 200688.9Not deficientSatisfactoryGoodGood103500
October 200389.6Not deficientSatisfactoryGoodGood90250
November 200191.0Not deficientSatisfactoryGoodGood61000
November 199991.4Not deficientSatisfactoryGoodGood96000
June 199788.0Not deficientSatisfactoryGoodGood83000
February 199589.6Not deficientGoodGoodGood83000
January 199389.6Not deficientGoodGoodGood83000
April 199189.5Functionally obsoleteVery GoodGoodVery Good57415