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<br />F,T. 8:, E. - Lf<LD <br /> <br />1 :31364':::'4799 <br /> <br />P . ':;:'-2 <br /> <br />.. <br /> <br />SOIL TESTING <br />FIELD DENSlTY - PERCENTAGE <br />OF COMPACTION RE:PORT <br /> <br />~-: <br /> <br />Florida Testing & Environrnental, Inc. <br /> <br />P.O. Box 937 · zephyrhills, Florida 33539 -TELEPHONE (813) 780-876: <br />FAX (813) 780-8864 <br /> <br />PROJEC": <br /> <br />Oak Run A9Etrtrrv:::nts <br />Zephyrhills. Florida <br /> <br />LAB NO: <br /> <br />5D <br /> <br />CLIENT: <br /> <br />Sandy PeveIop;1\8n t. <br /> <br />TECHNICIAN: <br /> <br />!VIaL'}:' Walters <br /> <br />CONTRACTOR: <br /> <br />JOB NO: <br /> <br />94-5080 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Partly Cloudy <br /> <br />DATE: <br /> <br />Hay 23, 1995 <br /> <br />~-----ASTM D 2922 <br /> <br />TEST <br />NO. <br /> <br />LOCATION OF TEST <br /> <br />IN-SITU IN-PLA tAO. <br />MOISTURE DRY MAX. <br />DENSITY DENSITY AnAINEO REQUIRED <br />PfRCHIT peF PCF <br /> <br />05-18-95 <br />COMPACTION <br />PERCENT <br /> <br />T <br />H <br />I <br />~ <br />N <br />f.; <br />S <br />S <br /> <br />IN PLACE FIELD DENSITIES - DATE MAOE <br /> <br /> BUILDING J.,L'" - BUILDING r'A.D SUBGRADE <br /> rr';, <br />1. 11'S. & lS'w. of N.E. COX"f'...e::c r E. Section 7.4 115.4 119.5 97 80 <br />2. 91N. & IS'E. of S.H. Corner, E. SectiOl: 6 l: 112.4 119,5 94 80 <br /> ..,J <br />3. 12'N. & S'w, of S.E. Corner, Center Sec:.ic':1 8.9 108.9 119.5 91 80 <br />4. 10'S. & 11'E. of N.W. Corner, Center Section 6.9 112.9 119.5 94 80 <br />5. 5'5. & 21' vI. of H.E. Corner. \'1. Sectio:" 8.7 116.0 119.5 97 80 <br />6. 7'N, & 16'E. of S.W. Corner, \'L section 8.0 111. 8 119.5 94 80 <br /> <br />LAB NO. <br /> <br />IP <br /> <br />MAXIMUM DRY DENSITY ::'19.5 pcf <br /> <br />OPTIMUM <br /> <br /> <br />Tn., p"rCQnt"ge of C<)m~ctl"n fvr the In-pla~ density tMl'$ ti,e b.ll""d on I"bore,ory Mi)i>!lure Oenslt{ Relations <br /> <br />REPORT DISTAIBUTION: 2: l;.ddr€ssee <br />1: City of Z-=:phYl'hills <br />