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<br />Local Experience
<br />The second area of experience relevant to this contract is that experience that has provided Ardaman with
<br />an understanding of the geologic conditions and the design/construction environment in South Florida,
<br />including the beach areas. Over Ardaman's 52 year history our staff has successfully completed thousands
<br />of projects in South Florida and hundreds of projects within geologic conditions similar to those found in the
<br />Miami Beach, The following project list exhibits Ardaman's specific experience in South Florida. This list,
<br />although representative, comprises only a small fraction of our experience in the greater Miami-Dade area.
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<br />proJectl Scope of Work Client Year Fee
<br />Location Amount
<br />Collins Park Geotechnical Investigation for the development of McHarry & Associates, Inc
<br />Miami Beach the park that included percolation tests and soil Miami, FL , 2005 $3,380
<br /> borings, Geotechnical recommendations provided James Piersol, 305.445-3765
<br />South Pointe Geotechnical Investigation for the development of Hargreaves Associates 180
<br />Park, Miami the park that included percolation tests and 12 soil New York, NY, 2005 $7,230
<br />Beach borings. Geotechnical recommendations provided Jamie Maslyn, 212.337-9973
<br />Bal Harbor Geotechnical Investigation along the alignment of the Craig A Smith & Associates,
<br />Forcemain force main from Bal Harbor to Miami Beach that Boca Raton, FI, 2011 $14,521
<br /> included 9 soil borings to 50 feet. Geotechnical Stephen Smith
<br /> recommendations were provided 561-314-4454
<br />Haulover Geotechnical Investigation for the development of Westrec Marina Mg.t,
<br />Marina the park that included 9 percolation tests and 15 soil Dallas, GA 2010 $22,140
<br /> borings on land and water to depths of 80 feet. Narvel Lassiter
<br /> Foundation recommendations were provided, 678-574-6033
<br />SR 826/836 Geotechnical investigation for the interchange that FDOT District 6
<br />Interchange includes 50 bridges on variable soil conditions. Miami, Florida 1991 -
<br /> Foundation recommendations for piles provided, The AIi Togliani PE 2008 $2 million
<br /> soil investigation included 230 SPT borings to depths 3054705343
<br /> of 125 feet
<br />MIC-MIA Geotechnnicallnvestigation for the railroad Miami International Airport
<br />Elevated RR connector between the Miami airport and the MIC, Miami FL
<br />MIA The geotechnical investigation included 30 borings to Gasser Douge PE 2002 $70,000
<br /> about 80 feet and recommendations for piles and 305-869-1953
<br /> shafts,
<br />Port Boulevard Geotechnical investigation for the widening and new Foster Wheeler
<br />Expansion alignment of Port Boulevard that included a new Miami, FL 2002-
<br />Port of Miami bridge. A total of 35 SPT borings were completed to Julio Grave de Peralta 2003 $80,000
<br /> 80 feet. Recommendations for roadway soil 3057797819
<br /> properties and pile foundation design for the bridge
<br />MIA, Material construction services and geotechnical work MDCAD
<br />Concourse A for the construction of the Terminal A, Testing Miami, FL 2007- $400,000
<br />Terminal Exp, included concrete strength, density tests, LBR, pile Enrique Perez 2009
<br /> installation, asphalt inspections (plant and field), 308.869-3659
<br />Venetian Geotechnical investigation for the replacement of the Triangle Associates, Inc,
<br />Causeway eleven bridges of the Venetian Causeway. A total of Hialeah, FL 2009 $250,000
<br />Miami- Miami 25 SPT borings to depths of 85 feet including 13 over Osiris Quintana
<br />Beach, FI water to depth up to 15 feet. 305817 8443
<br />Brownsville The development includes 3 15 story residential Carlisle Development
<br />Transit Village, towers and two parking garages, Both a geotechnical Miami, FL 2008- $127,500
<br />Miami investigation and construction inspection Get grouting Paul Prechter 2011
<br /> and piles) were provided 3053574725
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<br />-=- Ardaman & Associates, Inc.
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<br />Curtis + Rogers Design Studio
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<br />RFQ 12-04-04
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