SR 836 WB over SR 7/I-95 Main and Ramps


+25.78861, -80.20694
25°47'19" N, 80°12'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 836 WB over SR 7/I-95 Main and Ramps
Structure number:870366
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:200.1 ft. [61.0 m]
Total length:2122.5 ft. [646.9 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:61,500 [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:Good [7 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: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:40.6 tons [36.9 metric tons]
Inventory rating:35.2 tons [32.0 metric tons]
Sufficiency rating:87.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201587.7GoodGoodVery GoodGood-61500
July 201387.7GoodGoodGoodGood-61500
January 201285.7FairGoodGoodSatisfactory-61500
January 201085.8FairGoodGoodSatisfactory-61500
February 200883.7FairGoodGoodSatisfactoryFO61000
February 200683.7FairGoodGoodSatisfactoryFO61750
January 200483.7FairGoodGoodSatisfactoryFO60500
February 200284.2FairGoodGoodSatisfactoryFO52000
January 200284.2FairGoodGoodSatisfactoryFO52000
January 200081.2FairGoodGoodSatisfactoryFO71500
September 199777.3GoodGoodGoodGoodFO71500
July 199566.6GoodGoodGoodGoodFO71500
May 199367.2GoodGoodGoodGoodFO66097
February 199280.3GoodVery GoodGoodVery GoodFO66097
December 198984.6GoodVery GoodGoodVery Good-66097