SR 836 WB On Ramp over Lawrence Waterway


+25.78250, -80.22417
25°46'57" N, 80°13'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 836 WB On Ramp over Lawrence Waterway
Structure number:870393
Location:Ramp from SB NW 17th Ave
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:35.8 ft. [10.9 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:17°
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]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2010]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.7 tons [53.4 metric tons]
Inventory rating:35.2 tons [32.0 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201598.6Not deficientVery GoodVery GoodVery Good7500
October 201398.6Not deficientVery GoodVery GoodVery Good7500
January 201295.6Not deficientVery GoodVery GoodVery Good7500
January 201077.6Functionally obsoleteVery GoodVery GoodVery Good7500
February 200892.3Not deficientGoodGoodGood7500
February 200692.3Not deficientGoodGoodGood7500
September 200392.3Not deficientGoodGoodGood7500
November 200192.3Not deficientGoodGoodGood7500
November 199992.3Not deficientGoodGoodGood7500
September 199793.9Not deficientGoodGoodGood7500
March 199592.8Not deficientGoodVery GoodGood7500
March 199391.7Not deficientGoodVery GoodGood5512
July 199186.7Not deficientVery GoodVery GoodVery Good5200