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<br />.. '. " <br /> <br />D -t;f <br />J~,1 5i2D <br /> <br />SOIL TESTING <br />FIELD DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />... <br /> <br />Building #5 <br />Oak Run Apartments <br />PROJECT: Zephyrhi11s, Florida <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />P.O. Box 937 -Zephyrhi11s, Florida 33539- TELEPHONE (813)780-8767 <br />. FAX (813)780-8864 <br /> <br />LAB NO: <br /> <br />6D <br /> <br />CLIENT: <br /> <br />Sandy Development <br /> <br />TECHNICIAN: <br /> <br />Norman Curran <br /> <br />CONTRACTOR: Sandy Development <br /> <br />JOB NO: <br /> <br />94-5080 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />part:ly Cloudy <br /> <br />DATE: <br /> <br />September 13, 1995 <br /> <br /> T <br /> ASTM D 2922 IN PLACE FIELD DENSITIES - DATE MADE 09-12-95 H <br /> I <br /> COMPACTION C <br /> K <br /> IN-SITU IN-PLA LAB. PERCENT N <br />TEST MOISTURE DRY MAX. E <br />NO. LOCATION OF TEST DENSIlY DENSITY ATTAINED REQUIRED S <br /> PERCENT PCi- PCF S <br /> BUILDING PAD - GRADE <br />l. North End of Building Pad 17.7 108.6 119.5 91 90 <br />2. Center of Building Pad 17.3 110. 7 119.5 93 90 <br />3. South End of Building Pad 17.0 108.8 119.5 91 90 <br /> <br />_ __~-r:S-1,'''~7 <br />_.,..".~ 'e:: r("J. \~" " '. <br />, I" : ::'_':: ~.....11 ~J ~,; . <br />", ','.-:1 "::.__.~_.'^. <br />-.. ,~,. - <br /> <br />?.:;.,.,'\ <br />~ ~ <br /> <br />\1 <br />I' <br />I <br /> <br />SEP ? 1 ijY~ <br /> <br />".1 <br />\. <br /> <br />\ ., <br /> <br />. '\'{'\; <br />"~...:. <br /> <br />, .' ':;\l{r'i'lft\~___.. <br />.,..~-- <br /> <br />LAB NO. <br /> <br />1P <br /> <br />MAXIMUM DRY DENSITY 119.5 pef <br /> <br /> <br />The percentage of compaction for the In-place density tests are based on laboratory Moisture Density R <br /> <br />REPORT DISTRIBUTION: 2: Addressee <br />1: City of zephyrhi11s <br />