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Related Projects / Experience <br /> •Project Name: SW 137th Avenue, from HEFT to US 1 y„ <br /> Description of Work: Completion Client Name,Address, Phone Number: <br /> Year: <br /> Miami-Dade County Public Works <br /> The project consisted of the reconstruction/widening of SW 137th Department <br /> Avenue, from the Homestead Florida's Turnpike(HEFT)to US 1 in Raul Quintela, P.E. <br /> Miami-Dade County, Florida. The work consisted of milling and 111 Steven P. Clark Center <br /> resurfacing,drainage improvements,total roadway reconstruction and Miami, Florida 33128 <br /> widening. 305-375-2960 <br /> The work included the performance of 36 roadway borings, each to a 2009 <br /> depth of 5.0 feet, spaced approximately every 200 feet; 6 roadway Professional Fees: <br /> borings,each to a depth of 10.0 feet. These borings were conducted <br /> approximately every 1500 feet;8 constant head percolation tests $9,956.16 <br /> conducted at one depth interval:from 0 to 15 feet; performed a total of <br /> 4 pavement cores along the roadway alignment. <br /> Design Professionals Involved with their Roles in the Project: Construction Cost: <br /> Hernando R. Ramos, P.E. N/A <br /> Project Name: South District Wastewater Treatment Plant— Miami-Dade County Florida <br /> Description of Work: Completion Client Name,Address, Phone <br /> Year: Number: <br /> Construction of final clarifiers, pump building, transfer pump station, MDWSD <br /> electrical distribution buildings, deep bed filters, oxygenation tank, Jim Ferguson, P.E. <br /> emergency generators building, fuel storage tanks, polymer building, 23300 SW 88th Avenue, Miami, Fl <br /> chlorination storage and feed facility and chlorine contact tanks. 33190 <br /> HRES performed a total of 68 test borings each to a depth of 50 feet 786-552-8357 <br /> and 9 rock corings from 18 to 48 feet at the project site. Laboratory - <br /> testing consisted of 14 grain size distribution analyses (soil), 31 Professional Fees: <br /> splitting tensile strength tests (rock) and 33 unconfined compressive Ongoing <br /> p 9 9 p project $200,000 <br /> strength tests(rock). <br /> The geotechnical report included deep foundation and construction <br /> recommendations for the pump station structure, 14-inch auger cast <br /> piles anchoring system and construction recommendation for clarifiers <br /> and shallow foundation and construction recommendations for the <br /> remaining structures. The construction recommendations addressed <br /> excavation issues and backfilling recommendations. <br /> Design Professionals Involved with their Roles in the Project: Construction Cost: <br /> Hemando R. Ramos, P.E. <br /> $500 M <br /> % R.).Behar SECTION 2- PAGE I 33 <br /> CONI M P1OR3UONAI AO®TTfTIU16 Qi61.17'F}ip6 IF8YIDA FIRMS way MA) <br /> WIWI RI OIAnFICAnONS NO.12-0442 <br />