SW 16th Street over Westbrook Canal


+25.75441, -80.35626
25°45'16" N, 80°21'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,274 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 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:Better than present minimum criteria [7]
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:79.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodExcellent327479.6
January 2016GoodExcellentExcellentExcellent327479.4
January 2014GoodExcellentExcellentExcellent327479.4
February 2012GoodGoodGoodGood239483.9
January 2012GoodExcellentExcellentExcellent239487.1
January 2010GoodGoodGoodGood239483.5
January 2008GoodGoodGoodGood239483.5
January 2006GoodGoodGoodGood239483.5
January 2004GoodGoodGoodGood239483.5
April 2002GoodGoodGoodGood239486.8
August 1999GoodGoodGoodGood239486.8
August 1997GoodGoodGoodGood228088.1
April 1995GoodGoodGoodGood208086.7
October 1993GoodGoodGoodGood208088.3
August 1991GoodGoodGoodGood200089.8