Boynton Bch Blvd over E-2-W canal
Map
Coordinates:
+26.52806, -80.1730426°31'41" N, 80°10'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Boynton Bch Blvd over E-2-W canal |
Structure number: | 930448 |
Location: | BOYNTON BCH WEST OF TPK |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 26.2 ft. [8.0 m] |
Total length: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 36,500 [as of 2018] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Fair | 6 out of 10 | 36500 | 69.0 |
May 2016 | Fair | 6 out of 10 | 36500 | 69.0 |
May 2014 | Fair | 6 out of 10 | 33500 | 69.0 |
May 2012 | Fair | 6 out of 10 | 29500 | 69.0 |
May 2010 | Good | 7 out of 10 | 13700 | 73.1 |
May 2008 | Good | 7 out of 10 | 10300 | 74.6 |
May 2006 | Good | 7 out of 10 | 10300 | 74.6 |
June 2004 | Good | 7 out of 10 | 10300 | 74.6 |
October 2002 | Good | 8 out of 10 | 10300 | 75.6 |
February 2001 | Good | 8 out of 10 | 10600 | 75.3 |
September 1998 | Good | 8 out of 10 | 18400 | 70.0 |
October 1996 | Good | 8 out of 10 | 24000 | 70.0 |
October 1994 | Good | 8 out of 10 | 23000 | 68.0 |
January 1993 | Good | 9 out of 10 | 21358 | 68.0 |