SR 836 EB Ramps over Lawrence Waterway


+25.78222, -80.22431
25°46'56" N, 80°13'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 836 EB Ramps over Lawrence Waterway
Structure number:870969
Location:Just East of Toll Booth
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:7.9 ft. [2.4 m]
Total length:7.9 ft. [2.4 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:10°
Owner:State Toll Authority [31]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good750099.0
October 2015GoodVery GoodVery GoodVery Good750099.0
October 2013GoodVery GoodVery GoodVery Good750099.0
January 2012GoodExcellentVery GoodVery Good750097.0
January 2010GoodExcellentExcellentExcellent750077.6
August 2008GoodExcellentExcellentExcellent750077.6
August 2006GoodExcellentExcellentExcellent750077.6
August 2004GoodExcellentExcellentExcellent750097.0
August 2002GoodExcellentExcellentExcellent750097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.702702000
Reinforced Concrete Decksq. ft.5,2585,258000
Reinforced Concrete Abutmentlinear ft.134134000
Pourable Jointlinear ft.134130130
Elastomeric Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.158158000