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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 · Zephyrhi11s, Florida 33539. TELEPHONE (813) 780-8767 <br />FAX (813) 780-8864 <br /> <br />PROJECT: <br /> <br />Oak Run Apartments <br />Zephyrhills, Florida <br /> <br />LAB NO: <br /> <br />5D <br /> <br />CLIENT: <br /> <br />Sandy Development <br /> <br />TECHNICIAN: <br /> <br />Mark Walters <br /> <br />CONTRACTOR: <br /> <br />JOB NO: <br /> <br />94-5080 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Partly Cloudy <br /> <br />DATE: <br /> <br />May 23, 1995 <br /> <br /> T <br /> ASTM D 2922 IN PLACE FIELD DENSITIES - DATE MADE 05-18-95 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 #4 - BUILDING PAD SUBGRADE <br />1. II's. & 15'W. of N.E. Corner, E. Section 7.4 115.4 119.5 97 80 <br />2. 9'N. & 15'E. of S. W. Corner, E. Section 6.5 112.4 119.5 94 80 <br />3. 12'N. & 5'w. of S.E. Corner, Center Section 8.9 108.9 119.5 91 80 <br />4. 10'S. & 11'E. of N.W. Corner, Center Section 6.9 112.9 119.5 94 80 <br />5. 5's. & 21'w. of N.E. Corner, W. Section 8.7 116.0 119.5 97 80 <br />6. 7'N. & 16'E. of S .W. Corner, w. Section 8.0 111. 8 119.5 94 80 <br /> <br />LAB NO. <br /> <br />IP <br /> <br />MAXIMUM DRY DENSITY 119 . 5 pc f <br /> <br />OPTIMUM <br /> <br /> <br />The percentage of compaction for the In-place density tests are based on laboratory Moisture Density Relations <br /> <br />REPORT DISTRIBUTION: 2: Addressee <br />1: City of Zephyrhills <br />