Henedon Avenue over Biscayne Point Canal
Map
Coordinates:
+25.86400, -80.1362825°51'50" N, 80°08'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Henedon Avenue over Biscayne Point Canal |
Structure number: | 876721 |
Location: | 1.0 mile W of A1A |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 90.2 ft. [27.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 62.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 520 | 62.0 |
October 2016 | Good | Very Good | Very Good | Good | 520 | 62.0 |
October 2014 | Good | Very Good | Very Good | Good | 520 | 61.9 |
October 2012 | Good | Very Good | Very Good | Very Good | 520 | 61.9 |
October 2010 | Good | Good | Good | Good | 520 | 61.9 |
October 2008 | Fair | Fair | Fair | Fair | 520 | 50.8 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 61.9 |
October 2004 | Fair | Fair | Fair | Satisfactory | 520 | 50.8 |
December 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 62.9 |
December 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 60.9 |
January 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 60.9 |
October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 510 | 60.9 |
January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 61.7 |
April 1994 | Fair | Satisfactory | Satisfactory | Good | 440 | 74.1 |
January 1992 | Fair | Satisfactory | Good | Good | 440 | 74.1 |