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<br />. . <br /> <br />SOIL TESTING <br />FIELD DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />~ <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />P.O. Box 937 · Zephyrhills, Florida 33539. TELEPHONE (813) 780-8767 <br />· FAX (813) 780-8864 <br /> <br />PROJECT: <br /> <br />Oak Run Apartments, Bldg. #3 <br />Zephyrhills, Florida <br /> <br />Sandy Development <br /> <br />LAB NO: <br /> <br />2D <br /> <br />CLIENT: <br /> <br />TECHNICIAN: <br /> <br />Robert Bode <br /> <br />CONTRACTOR: Sandy Development <br /> <br />JOB NO: <br /> <br />94-5080 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Clear <br /> <br />DATE: <br /> <br />October 24, 1994 <br /> <br /> T <br /> ASTM D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-21-94 H <br /> I <br /> COMPACTION C <br /> IN-SITU IN-PLA LAB. PERCENT K <br /> N <br />TEST MOISTURE DRY MAX. E <br />NO. LOCATION OF TEST DENSITY DENSITY ATTAINED REQUIRED S <br /> PERCENT PCF PCF S <br /> BUILDING PAD <br />l. 12'N. & 12'W. of S.E. Corner, East Pad 9.2 118.1 119.5 99 95 <br />2. 12'S. & 12'E. of N.W. Corner, East Pad 8.9 116.5 119.5 97 95 <br />3. 10'N. & 10'W. of S.E. Corner, Center Pad 10.6 117.7 119. !'i 98 95 <br />4. 10'S. & 10'E. of N.W. Corner, Center Pad 10.0 116.8 119.5 98 95 <br />5. 12'N. & 12'W. of S.E. Corner, West Pad 10.3 117.0 119. !; 98 95 <br />6. 12'8. & 12'E. of N.W. Corner, ~'lest Pad 9.8 118.4 119.5 99 95 <br /> <br />.,.-"._-.. <br /> <br /> <br />il ~~r~: ~ ~ 1991lj 4 rnJ I~I <br />IUUI m" ~! <br /> <br />L. <br /> <br />City of Zephyrhills <br /> <br />LAB NO. <br /> <br />lP <br /> <br />MAXIMUM DRY DENSITY 119.5 pcf <br /> <br />OPTI <br /> <br /> <br />~. ~" <br /> <br />The percenlage of compaction for the In-place density lests are based on laboratory Molslure Density Relatl <br /> <br />REPORT DISTRIBUTION: 2: Addressee <br />1: City of Zephyrhills <br /> <br />Artcrafl Printers' (813) 665.9153 <br />