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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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2013]
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:78.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201578.8Not deficientGoodGoodGood1500
February 201378.8Not deficientGoodGoodGood1500
February 201178.8Not deficientGoodGoodGood1500
February 200978.8Not deficientGoodGoodGood1500
February 200778.8Not deficientGoodGoodGood1500
February 200578.8Not deficientGoodGoodGood1500
February 200379.8Not deficientGoodGoodGood1500
May 200179.8Not deficientGoodGoodGood1500
May 199977.8Not deficientGoodGoodGood1500
May 199772.0Not deficientGoodGoodGood1500
May 199576.6Not deficientGoodGoodGood1500
May 199375.9Not deficientGoodGoodGood1500
February 199280.7Not deficientVery GoodVery GoodExcellent1500