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RIVIERA DRIVE over COQUIMBA CHANNEL

Map

Coordinates:
+27.91667, -82.45944
27°55'00" N, 82°27'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:74.7 tons [67.9 metric tons]
Inventory rating:44.7 tons [40.6 metric tons]
Sufficiency rating:79.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201779.8GoodGoodGoodGood-1500
February 201578.8GoodGoodGoodGood-1500
February 201378.8GoodGoodGoodGood-1500
February 201178.8GoodGoodGoodGood-1500
February 200978.8GoodGoodGoodGood-1500
February 200778.8GoodGoodGoodGood-1500
February 200578.8GoodGoodGoodGood-1500
February 200379.8GoodGoodGoodGood-1500
May 200179.8GoodGoodGoodGood-1500
May 199977.8GoodGoodGoodGood-1500
May 199772.0GoodGoodGoodGood-1500
May 199576.6GoodGoodGoodGood-1500
May 199375.9GoodGoodGoodGood-1500
February 199280.7GoodVery GoodVery GoodExcellent-1500