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<br />11 <br /> <br />-LJ <br /> <br />11 <br /> <br />(U-' <br /> <br />11 <br /> <br />LJ <br /> <br />11 <br /> <br />LJ <br /> <br />" <br /> <br />LJ <br /> <br />" <br /> <br />LJ <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />LJ <br /> <br />"(I <br /> <br />-LJ <br /> <br />11 <br /> <br />L-J <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />LJ <br /> <br />rro, <br /> <br />LJ <br /> <br />II <br /> <br />LJ <br /> <br />II <br /> <br />LJ <br /> <br />" <br /> <br />LJ <br /> <br />11 <br /> <br />LJ <br /> <br />II <br /> <br />LJ <br /> <br /> <br />Geo Verse, Ine.. <br />Innovative Engineering Solutions <br /> <br />January 23, 2002 <br /> <br />Mr. George E. Puig, R.L.A. <br />Miller Legg & Associates, Inc. <br />1800 North Douglas Road - Suite 200 <br />Pembroke Pines, FL 33024 <br /> <br />RE: Report of Geotechnical Investigation <br />SunDy Isles Active Park <br />Northeast Comer of North Bay Road and 181 It Drive <br />Sunny Isles, Florida <br />GeoVerse Project No. 210394 <br /> <br />Dear Mr. Puig: <br /> <br />" <br /> <br />As requested, Goo Verse, Inc. has completed the geotechnical investigation for the evaluation of <br />the subsurface conditions at the proposed Sunny Isles Aetive Park. The project site is located on <br />the east side of North Bay Road between 181 It Drive and 182nd Drive in Sunny Isles, Florida. The <br />proposed construction consists of a single story recreation building (3,000 to 4,000 SF), multi- <br />purpose court, tot lot, little league baseball field and miscellaneous walkways. The scope of this <br />investigation included an evaluation of the existing subsurface conditions with respect to the <br />proposed construction, an engineering analysis, and report. A summary of the findings of our <br />investigation, along with the results of our analysis and recommendations for construction, are <br />presented in the following report. <br /> <br />Reid Investigation <br /> <br />The field investigation consisted of the performance of six (6) Standard Penetration Test (SPT) <br />borings and one Dade County Exfiltration Test (15 feet deep). Four of the Standard Penetration <br />Test borings were advanced to a depth of 10 feet below ground surface while the remaining two <br />borings, located at the site of the recreation building, were advanced to a depth of 40 feet below <br />ground surface. The borings were performed at locations supplied by the client. The <br />approximate boring locations are graphically depicted on the attached Boring Location Plan. <br /> <br />The Standard Penetration Test provides disturbed samples of the subsurface soils and allows for <br />the determination 0 f t he relative density 0 f t he subsurface soils. The samples are obtained by <br />driving a 2 feet long, 2 inch inside diameter, split-barrel sampler with a 140-pound hammer, <br />which is dropped repeatedly from a height of 30 inches. The number of blows required to drive <br />the sampler each six inch increment is recorded and the sum of the blow counts for the second <br />and third six inch intervals defines the Standard Penetration resistance (N) of the material. <br /> <br />S55 Sawgrass Corporate Parkway. Sunrise, Florida 33325 . (954) 835-9055 . FAX (954) 835-9044 <br />