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<br />SO'IL TESTING <br />1 FIELD DENSITY - PERCENTAGE <br />, OF COMPACTION REPORT <br /> <br /> <br />~ <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 />JOB NO: <br /> <br />93-5018 <br /> <br />LAB NO: ID <br />TECHNICIAN: Robert Bode <br />CONTRACTOR: Zephyr Masonry <br />WEATHER <br />CONDITIONS Clear <br /> <br />PROJECT: <br /> <br />Bedi Professional Building <br />Zephyrhills, Florida <br /> <br />Zephyr Masonry <br /> <br />CLIENT: <br /> <br />DATE: <br /> <br />June 10, 1993 <br /> <br /> T <br /> ASTM D 2922 & 2937 IN PLACE FIELD DENSITIES - DATE MADE 6-9-93 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 REQUIRED S <br /> PERCENT PCF PCF S <br /> BUILDING PAD - FILL <br />l. 10' N. & 9' w. of S.E. Corner of Building <br /> Grade 12.0 113.7 116.8 97 95 <br />2. 9' S. & 15' w. of N.E. Corner of Building <br /> Grade 10.0 115.7 116.8 99 95 <br />3. 10' S. & 10' E. of N.W. Corner of Building <br /> Grade 9.6 116.0 116.8 99 95 <br />4. 10' N. & 12' E. of S. W. Corner of Building <br /> Grade 13.1 110.8 116.8 95 95 <br />5. 10' N. & 35' W. of S.E. Corner of Building <br /> I' Below Grade 10.9 111.2 116.8 95 95 <br />6. 10' S. & 35' w. of N.E. Corner of Building <br /> l' Below Grade 12.8 110.9 116.8 95 95 <br /> <br />LAB NO. <br /> <br />IP <br /> <br />MAXIMUM DRY DENSITY <br /> <br />116.8 pcf <br /> <br /> <br />BY: <br /> <br />The percentage of compaction for. the In-place density tests are based on laboratory Moisture Density Relations Tests <br /> <br />REPORT DISTRIBUTION: 3: Addressee <br /> <br />AIl<nft PrIntera. (813) lIlI5-8153 <br />