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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201598.6GoodVery GoodVery GoodVery Good-7500
October 201398.6GoodVery GoodVery GoodVery Good-7500
January 201295.6GoodVery GoodVery GoodVery Good-7500
January 201077.6GoodVery GoodVery GoodVery GoodFO7500
February 200892.3GoodGoodGoodGood-7500
February 200692.3GoodGoodGoodGood-7500
September 200392.3GoodGoodGoodGood-7500
November 200192.3GoodGoodGoodGood-7500
November 199992.3GoodGoodGoodGood-7500
September 199793.9GoodGoodGoodGood-7500
March 199592.8GoodGoodVery GoodGood-7500
March 199391.7GoodGoodVery GoodGood-5512
July 199186.7GoodVery GoodVery GoodVery Good-5200