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SR 836 EB Ramps over Lawrence Waterway

Map

Coordinates:
+25.78222, -80.22389
25°46'56" N, 80°13'26" W

Facts

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:78.7 ft. [24.0 m]
Total length:78.7 ft. [24.0 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 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: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:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:58.9 tons [53.5 metric tons]
Inventory rating:54.3 tons [49.4 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.0GoodVery GoodVery GoodVery Good-7500
October 201399.0GoodVery GoodVery GoodVery Good-7500
January 201297.0GoodExcellentVery GoodVery Good-7500
January 201077.6GoodExcellentExcellentExcellent-7500
August 200877.6GoodExcellentExcellentExcellent-7500
August 200677.6GoodExcellentExcellentExcellent-7500
August 200497.0GoodExcellentExcellentExcellent-7500
August 200297.0GoodExcellentExcellentExcellent-7500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.702702000
Deck
Reinforced Concrete Decksq. ft.5,2585,258000
Substructure
Reinforced Concrete Abutmentlinear ft.134134000
Joints
Pourable Jointlinear ft.134134000
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.158158000
Other Material Bridge Raillinear ft.7878000