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SW 16th Street over Westbrook Canal

Map 

Coordinates:
+25.75417, -80.35611
25°45'15" N, 80°21'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SW 16th Street over Westbrook Canal
Structure number:874235
Location:300 ft. E/O SW 99th Ct.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1960
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:3,274 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:80.0 tons [72.7 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201679.4Not deficientExcellentExcellentExcellent3274
January 201479.4Not deficientExcellentExcellentExcellent3274
January 201287.1Not deficientExcellentExcellentExcellent2394
February 201283.9Functionally obsoleteGoodGoodGood2394
January 201083.5Functionally obsoleteGoodGoodGood2394
January 200883.5Functionally obsoleteGoodGoodGood2394
January 200683.5Functionally obsoleteGoodGoodGood2394
January 200483.5Functionally obsoleteGoodGoodGood2394
April 200286.8Not deficientGoodGoodGood2394
August 199986.8Not deficientGoodGoodGood2394
August 199788.1Not deficientGoodGoodGood2280
April 199586.7Not deficientGoodGoodGood2080
October 199388.3Not deficientGoodGoodGood2080
August 199189.8Not deficientGoodGoodGood2000