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SR 836 WB over LAWRENCE WATERWAY

Map 

Coordinates:
+25.78250, -80.22472
25°46'57" N, 80°13'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 836 WB over LAWRENCE WATERWAY
Structure number:870146
Location:At 17th Avenue WB On Ramp
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:76.8 ft. [23.4 m]
Total length:76.8 ft. [23.4 m]
Roadway width between curbs:62.3 ft. [19.0 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:12°
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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:68,750 [as of 2010]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:47.3 tons [43.0 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201594.7Not deficientVery GoodVery GoodVery Good68750
October 201394.7Not deficientVery GoodVery GoodVery Good68750
January 201289.7Not deficientVery GoodVery GoodVery Good68750
January 201089.7Not deficientVery GoodVery GoodVery Good68750
February 200889.1Not deficientGoodGoodGood81250
February 200689.1Not deficientGoodGoodGood80500
September 200389.7Not deficientGoodGoodGood69250
November 200189.8Not deficientGoodGoodGood67500
November 199989.4Not deficientGoodGoodGood76000
August 199786.7Not deficientGoodGoodGood76000
March 199589.2Not deficientGoodVery GoodGood76000
March 199390.1Not deficientGoodVery GoodGood64571
July 199191.3Not deficientVery GoodVery GoodGood48868