SW 16th Street over Westbrook Canal


+25.75417, -80.35611
25°45'15" N, 80°21'22" 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: January 2016

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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201679.4GoodExcellentExcellentExcellent-3274
January 201479.4GoodExcellentExcellentExcellent-3274
February 201283.9GoodGoodGoodGoodFO2394
January 201287.1GoodExcellentExcellentExcellent-2394
January 201083.5GoodGoodGoodGoodFO2394
January 200883.5GoodGoodGoodGoodFO2394
January 200683.5GoodGoodGoodGoodFO2394
January 200483.5GoodGoodGoodGoodFO2394
April 200286.8GoodGoodGoodGood-2394
August 199986.8GoodGoodGoodGood-2394
August 199788.1GoodGoodGoodGood-2280
April 199586.7GoodGoodGoodGood-2080
October 199388.3GoodGoodGoodGood-2080
August 199189.8GoodGoodGoodGood-2000