SW 16th Street over Westbrook Canal
Map
Coordinates:
+25.75441, -80.3562625°45'16" N, 80°21'23" W
Facts
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Excellent | 3274 | 79.6 |
January 2016 | Good | Excellent | Excellent | Excellent | 3274 | 79.4 |
January 2014 | Good | Excellent | Excellent | Excellent | 3274 | 79.4 |
February 2012 | Good | Good | Good | Good | 2394 | 83.9 |
January 2012 | Good | Excellent | Excellent | Excellent | 2394 | 87.1 |
January 2010 | Good | Good | Good | Good | 2394 | 83.5 |
January 2008 | Good | Good | Good | Good | 2394 | 83.5 |
January 2006 | Good | Good | Good | Good | 2394 | 83.5 |
January 2004 | Good | Good | Good | Good | 2394 | 83.5 |
April 2002 | Good | Good | Good | Good | 2394 | 86.8 |
August 1999 | Good | Good | Good | Good | 2394 | 86.8 |
August 1997 | Good | Good | Good | Good | 2280 | 88.1 |
April 1995 | Good | Good | Good | Good | 2080 | 86.7 |
October 1993 | Good | Good | Good | Good | 2080 | 88.3 |
August 1991 | Good | Good | Good | Good | 2000 | 89.8 |