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RIVIERA DRIVE over COQUIMBA CHANNEL

Map

Coordinates:
+27.91682, -82.45986
27°55'01" N, 82°27'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVIERA DRIVE over COQUIMBA CHANNEL
Structure number:105914
Location:480FT. W OF W. DAVIS BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1991
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2015]
Truck traffic:2% 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood150079.8
February 2015GoodGoodGoodGood150078.8
February 2013GoodGoodGoodGood150078.8
February 2011GoodGoodGoodGood150078.8
February 2009GoodGoodGoodGood150078.8
February 2007GoodGoodGoodGood150078.8
February 2005GoodGoodGoodGood150078.8
February 2003GoodGoodGoodGood150079.8
May 2001GoodGoodGoodGood150079.8
May 1999GoodGoodGoodGood150077.8
May 1997GoodGoodGoodGood150072.0
May 1995GoodGoodGoodGood150076.6
May 1993GoodGoodGoodGood150075.9
February 1992GoodVery GoodVery GoodExcellent150080.7