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<br />-- <br /> <br />, <br /> <br />5' . .;0~~~ <br />1~11'1 . ^.->> . <br />/CO";fr ~J~* <br />, O~. <br />C"{ <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- <br /> <br />TELEPHONE (813) 780-8767 <br />- FAX (813) 780-8864 <br /> <br />Dairy Queen <br />PROJECT: 301 North, Zephyrhills, FL <br /> <br />LAB NO: ID <br /> <br />CLIENT: Sandy Development <br /> <br />TECHNICIAN: Robert Bode <br /> <br />CONTRACTOR: Sandy Development <br /> <br />JOB NO: <br /> <br />94-5095 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Clear <br /> <br />DATE: <br /> <br />Dec. 30, 1994 <br /> <br /> T <br /> ASTM D 2922 IN PLACE FIELD DENSITIES - DATE MADE 12-28-94 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 DENSITY DENSITY ATTAINED REQUIRE S <br /> PERCENT PCF PCF S <br /> BUILDING PAD <br />1. Center of Pad 13.2 117.2 121.4 97 95 <br />2. Center of N.E. Quadrant 12.8 118 . 4 121. 4 98 95 <br />3. Center of S.E. Quadrant 12.5 116 . 9 121. 4 96 95 <br />4. Center of S.W. Quadrant 13.6 117.8 121.4 97 95 <br />5. Center of N.W. Quadrant 11. 7 117.5 121. 4 97 95 <br /> BOTTOM OF FOOTINGS <br />6. Center of North Footing 10.0 120.2 121. 4 99 95 <br />7. Center of East Footing 10.4 120.7 121. 4 99 95 <br />8. Center of South Footing 11.3 119.5 121. 4 98 95 <br />9. Center of West Footing 13.5 115.8 121.4 95 95 <br /> <br />LAB NO. IP <br /> <br />MAXIMUM DRY DENSITY <br /> <br />121. 4 pef <br /> <br /> <br />The percentage of compactlon for. the In-place density tests are bued on Iaboratoty Moisture DensIty Relatlo <br /> <br />, REPORT DISTRIBUTION: 3: Addressee <br /> <br />ArtOllft Pdalers. (813) 885-8153 <br />