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


+25.78508, -80.26408
25°47'06" N, 80°15'51" 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:13.1 ft. [4.0 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: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:89,500 [as of 2017]
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]
Sufficiency rating:89.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodVery GoodVery Good8950089.6
June 2015GoodGoodVery GoodVery Good8950091.6
June 2013GoodGoodVery GoodVery Good8950091.6
November 2011GoodGoodVery GoodVery Good8950091.6
December 2009GoodGoodVery GoodVery Good8950089.6
January 2008FairSatisfactoryGoodGood9200089.5
January 2006FairSatisfactoryGoodGood10350088.9
October 2003FairSatisfactoryGoodGood9025089.6
November 2001FairSatisfactoryGoodGood6100091.0
November 1999FairSatisfactoryGoodGood9600091.4
June 1997FairSatisfactoryGoodGood8300088.0
February 1995GoodGoodGoodGood8300089.6
January 1993GoodGoodGoodGood8300089.6
April 1991GoodVery GoodGoodVery Good5741589.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,2182,216200
Reinforced Concrete Decksq. ft.12,54612,30624000
Wearing Surfacessq. ft.2,1602,160000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.138138000
Reinforced Concrete Pier Caplinear ft.207207000
Pourable Jointlinear ft.345345000
Elastomeric Bearingeach8686000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.39729710000