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(12-04-02) Professional Architectural and Engineering Services - Firms Only
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Chen Moore
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Last modified
2/2/2016 2:00:52 PM
Creation date
2/2/2016 1:41:05 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Professional Architectural and Engin. Svcs
Bid No. (xx-xx-xx)
12-04-02
Project Type (Bid, RFP, RFQ)
RFQ
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® Professional Service Industries(Geotechnical Engineering) <br /> ® Newport Pier Restaurant and Fishing Pier,Sunny Isles Beach, FL <br /> ® PSI is currently providing geotechnical construction material testing and inspection on this project.The <br /> ® project will include the construction of a restaurant structure and a fishing pier in Sunny Isles, Florida. <br /> ci \ ,- —. —pd o�� Services on this project mainly relate to the <br /> ® ���; a® nos BB p © I design and inspection of the driven pile <br /> /Ailm qe�` _ ® 0, in Er–, - foundations.As part of the inspection phase, <br /> ® PSI was involved in several pile inspections in <br /> ® -_ __,, -?', :���t- `' `- determining the pile driving criteria and <br /> m �.�, <br /> ® production pile length.Theproject is currently <br /> B + fi='t— . "' ongoing. <br /> ® +yam!.-.T- - -, _ <br /> ® C-24 Canal Bank Stabilization From Shinn Road to Railroad Bridge,St. Lucie County,FL <br /> ® The project alignment is an approximate 1.5 mile section of the Canal C-24 south bank between Shinn <br /> Road on the west end and the railroad bridge on the east end in St. Lucie County, Florida. The canal <br /> ® banks had undergone significant slope failures an <br /> ® the cause of the failures and solutions to fix the II,'- - I <br /> problem. In addition to reviewing the C _ ? ~ *_ <br /> 6 subsurface conditions, our study involved =� �ri410o r- ''''-e. I '!T,:2 <br /> ® studying the canal water levels and evaluating wv«}u •�t`�t'F-1af�''" II �: d <br /> ® their impacts on the slope. Slope stability 1 1 __,:a--.4_ t-- u" � - <br /> ® models were developed using the program PC- I a • a >; •- <br /> Stabl and RSS for both steady state and rapid F i s ry- "4- <br /> 0 draw-down conditions. We provided several •` - - - is. `-' <br /> ® remedial options such as the modifying the Ft4'1p r7r/' �� ' <br /> slope,the use of gabion walls, riprap and sheet ::•-47, i;` ,‘‘`� .`-‘>\k�• � <br /> ® piles for this project along with a study on the ` • Sw r. ; r.,' t 1��, S` V <br /> ® cost implications of each alternative ` r b- ' i <br /> 0 <br /> e <br /> • <br /> ® CHENtOIiRE RFONo.12.04-02ContinuingProfessionalArchitectural&EngineeringServicesFirmsOnly(CCNAI <br /> ® Category:Civil Engineering 2-16 <br /> 6ASSOOAIF3 <br />
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