SANDS BLVD. (NB) over MAXWELL CANAL
Map
Coordinates:
+26.56679, -82.0316026°34'00" N, 82°01'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SANDS BLVD. (NB) over MAXWELL CANAL |
Structure number: | 125720 |
Location: | 0.3MI Nof CAPE CORAL PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1983 |
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] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2017] |
Truck traffic: | 10% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 1200 | 95.9 |
November 2015 | Good | Good | Good | Good | 1200 | 95.9 |
November 2013 | Good | Good | Good | Good | 1200 | 95.9 |
November 2011 | Good | Good | Good | Good | 1200 | 95.9 |
November 2009 | Good | Good | Good | Good | 1200 | 95.9 |
November 2007 | Good | Good | Good | Good | 1200 | 80.4 |
November 2005 | Good | Good | Good | Good | 1100 | 81.4 |
November 2003 | Good | Good | Good | Good | 1000 | 81.4 |
November 2001 | Good | Good | Good | Good | 1000 | 80.2 |
November 1999 | Good | Good | Good | Good | 200 | 84.5 |
November 1997 | Good | Good | Good | Good | 200 | 84.5 |
September 1995 | Good | Good | Good | Good | 200 | 84.7 |
September 1993 | Good | Good | Good | Good | 150 | 85.7 |
August 1991 | Good | Good | Very Good | Good | 150 | 85.7 |