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<br />SOIL TESTING <br />FIELD DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />~t# 43-:2-1 <br /> <br /> <br />PROJECT: <br /> <br />c..;LIl;N I: <br /> <br />JOB NO: <br /> <br />DAlt;; <br /> <br />TeST <br />NO. <br /> <br />1. <br />2. <br />3. <br /> <br />4. <br /> <br />5. <br /> <br />6. <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />P.O. BuX Ijj7 · :t;ephyrhills. Florida 33539. TELEPHONE (813) 780-8767 <br />· FAX (813) 780-8864 <br /> <br />Oak Hun Apartments, Bldg. #3 <br />Zephyrhills, Florida <br /> <br />LAB NO: <br /> <br />2D <br /> <br />Sandy Development <br /> <br />TECHNICIAN; <br /> <br />Robert Bode <br /> <br />CONTRACTOR: sandy Development <br /> <br />94-0060 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Cl@ar <br /> <br />Octoh~r 7.4, 19Y4 <br /> <br /> T <br />ASTM D 2922 IN PLACE FIELD DENSITIES - DAle MADE 10-2.1.-94 H <br /> -------....., '- t <br /> COMPACTION <br /> IN.SITU IN.PLA LAB. PERCENT ~ <br /> MOISTURE DRY MAX. E <br /> LOCATION OF TEST DENSITY DENSITY ATTAINED REQUIRED S <br /> PERCENT PCF PCF S <br />BUILDING PAD <br />l2'N. & 121W. of s.:r;. Corner, East Pad 9.2 118 . 1 119.5 99 95 <br />12'S. & 12IE. of N.W. Corner, East Pad 8.9 116 . S 119.5 97 95 <br />lO'N. & lOlw. of S.E. Corner, Center Pad 10.6 117.7 119.5 98 9? <br />10'S. & 101E. of N.W. Corner, Center Pad 10.0 116.8 119.5 98 95 <br />12'N. & 121W. of S.E. Corner, West Pad 10.3 117.0 119.5 98 95 <br />12'8. & 12'E. of N.W. Corner, West Pad 9.8 118.4 119.5 99 95 <br /> <br />1.1:' <br /> <br /> <br />LAB NO. <br /> <br />lIle peroenlage 01 compactIOn lor 1110 lfI.p'loe atnt.1ty '.1$ .'. bt.$Od on I.bor.tor; MOI,w~ Denslly Relall <br /> <br />OPTI <br /> <br />MAXIMUM DIiY DENSITY 119 . 5 pc f <br /> <br />~. ~.- <br />