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SANDS BLVD. (SB) over ETERNITY CANAL

Map

Coordinates:
+26.55615, -82.03172
26°33'22" N, 82°01'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SANDS BLVD. (SB) over ETERNITY CANAL
Structure number:125718
Location:.4MI S of CAPE CORAL PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.7 ft. [6.6 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 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]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans 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:1,000 [as of 2017]
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: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 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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood100096.0
November 2015GoodGoodGoodGood100096.0
November 2013GoodGoodGoodGood100096.0
November 2011GoodGoodGoodGood100096.0
November 2009GoodGoodGoodGood100096.0
November 2007GoodGoodGoodGood100080.2
November 2005GoodGoodGoodGood75086.5
November 2003GoodGoodGoodGood75086.5
November 2001GoodGoodGoodGood75086.5
November 1999GoodGoodGoodGood50080.0
November 1997GoodGoodGoodGood50079.9
September 1995GoodGoodGoodGood50079.7
September 1993GoodGoodGoodGood15086.5
August 1991GoodGoodGoodGood15086.5