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<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 />PROJECT: <br /> <br />39117 - 9th Avenue <br />Zephyrhills, Florida <br /> <br />LAB NO: <br /> <br />ID <br /> <br />CLIENT: <br /> <br />J. A. Boyt Backhoe Services <br /> <br />TECHNICIAN: <br /> <br />Mark Walters <br /> <br />CONTRACTOR: Blue Stone Construction <br /> <br />JOB NO: <br /> <br />95-5099 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Partly Cloudy <br /> <br />DATE: <br /> <br />January 20, 1995 <br /> <br /> T <br /> ASTM D 2922/2937 IN PLACE FIELD DENSITIES - DATE MADE 01-19-95 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 DENSITY DENSITY ATTAINED REQUIRED S <br /> PERCENT PCF PCF S <br /> BUILDING PAD FILL <br />l. 2'N. & 5'w. of S.E. Corner 7.9 107.2 111.2 96 95 -- <br />2. 18'S. & 8'E. of N.W. Corner 6.1 112.6 111. 2 100+ 95 -- <br />3. 3'S. & 13'w. of N.E. Corner 7.5 106.8 111.2 96 95 -- <br />4. 18'S. & 8'E. of N.W. Corner 8.1 109.2 111.2 98 95 -- <br />.5. 3'S. & 13'W. of N.E. Corner 9.0 108.1 111. 2 97 95 -- <br /> <br />The percentage of compaction for the In-place density tests are based on laboratory MoIsture Density Relations Tests ASTM D 698 <br /> <br />as follows: <br /> <br />LAB NO. <br /> <br />IP <br /> <br />MAXIMUM DRY DENSITY 111.2 pcf <br /> <br />OPTIMUM MOISTURE CONTENT 12. 7% <br /> <br /> <br />ByMj~ ujj~ <br /> <br />Mark W. Walters, SET <br />Construction Services Manager <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: City of Zephyrhil1s <br /> <br />Allc,aft PrlnlelS. (813) 665-9153 <br />