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<br />) <br /> <br />CITY OF <br /> <br />SUNNY <br /> <br />CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS <br /> <br />BEACH <br /> <br />ISLES <br /> <br /> <br />depth interval: from 0 to 10ft., as requested and were performed in a 6.0-inch diameter <br />borehole, drilled to a depth of 10ft. below the existing ground surface. We also performed <br />corrosion classification testing on water samples taken at percolation tests P-1, P-3, P-5 and P-7. <br /> <br />SR 826 AT NW 67th AVENUE AND NW 57th AVENUE WESTBOUND RAMPS FROM STA <br />694+13.85 TO ST A 784+20.00 <br />CLIENT: Florida Department of Transportation District 6 <br />REFERENCE: Daniel Iglesias, PE, Phone: (305) 470-5266, Fax: (305) 470-5380, <br />EMAIL: daniel.iglesias@dot.stateJl.us <br />START / END DATE: 06/2009-07/2009 COST $8,541.91 <br /> <br />The project consisted of the reconstruction of SR-826 westbound ramps at NW 67th Avenue and NW 57th <br />Avenue in Miami-Dade County, Florida, In addition to milling, resurfacing and widening of the pavement, <br />the project included the construction of a Dynamic Message Sign (OMS), cantilever sign structures, and <br />new light poles and drainage. HRES performed eight (8) FOOT District 6 constant head percolation test at <br />three depth intervals: from 0 to 10ft., from 10 to 15 ft. and from 15 to 20 ft., the percolation tests were <br />performed in a 6.0-inch diameter borehole, drilled to depths of 10, 15 and 20 ft. We also performed <br />corrosion classification testing on water samples taken at percolation tests P-1, P-3, P-5 and P-7, <br /> <br />) <br /> <br /> <br />lq~ R.J.Behar <br /> <br /> <br />R. J. BEHAR & COMPANY, INC. I RFQ No. 11-11-02 113 <br />