SR-836EB TO I-95SB over NW 14 ST & NW 8TH EXIT


+25.78750, -80.20417
25°47'15" N, 80°12'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-836EB TO I-95SB over NW 14 ST & NW 8TH EXIT
Structure number:870367
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:114.5 ft. [34.9 m]
Total length:1454.1 ft. [443.2 m]
Roadway width between curbs:36.7 ft. [11.2 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:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:1993
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:19
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:25,500 [as of 2014]
Truck traffic:11% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.8 tons [58.9 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.6Not deficientGoodGoodGood25500
February 201495.8Not deficientGoodGoodGood23500
February 201296.1Not deficientGoodGoodGood20500
February 201095.5Not deficientGoodGoodGood26500
February 200875.8Functionally obsoleteGoodGoodGood26500
February 200676.4Functionally obsoleteGoodGoodGood26500
February 2004100.0Not deficientGoodGoodGood26500
February 2002100.0Not deficientGoodGoodGood26500
February 200099.0Not deficientGoodGoodGood26500
August 199798.0Not deficientGoodGoodGood26500
April 199598.0Not deficientVery GoodGoodVery Good26500
March 199393.0Not deficientVery GoodGoodGood19188
December 199193.0Not deficientVery GoodVery GoodVery Good18274