CAMINO GARDENS BLV over CAMINO CANAL
Map
Coordinates:
+26.34028, -80.1003226°20'25" N, 80°06'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMINO GARDENS BLV over CAMINO CANAL |
Structure number: | 935207 |
Location: | 0.2 MILE E OF SW 9TH AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for other load-capacity restriction [R] |
Average daily traffic: | 6,363 [as of 2018] |
Truck traffic: | 5% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 6363 | 93.0 |
October 2016 | Good | Good | Good | Good | 6363 | 93.0 |
October 2014 | Good | Good | Good | Good | 6363 | 93.0 |
October 2012 | Good | Good | Good | Good | 6363 | 93.0 |
October 2010 | Good | Good | Good | Good | 6363 | 93.0 |
October 2008 | Good | Good | Good | Good | 6363 | 93.0 |
October 2006 | Good | Good | Good | Good | 6363 | 93.0 |
November 2004 | Good | Good | Good | Good | 6363 | 93.0 |
November 2002 | Good | Good | Good | Good | 6363 | 93.0 |
March 2001 | Good | Good | Good | Good | 6363 | 93.0 |
March 1999 | Good | Good | Good | Good | 6363 | 93.0 |
March 1997 | Good | Good | Good | Good | 6363 | 91.8 |
March 1995 | Good | Good | Good | Good | 6363 | 91.8 |
February 1993 | Fair | Satisfactory | Good | Satisfactory | 6000 | 79.1 |
January 1991 | Fair | Satisfactory | Good | Satisfactory | 6000 | 79.1 |