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Florida Testing & Environmental, Inc. .zephyrhills, Florida 33539. TELEPHONE (813)780-8767 FAX (813) 780-8864 SOIL TESTING FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT ... P.O. Box 937 PROJECT: Silver Oaks Brentwood Drive - Duplex Zephyrhills, Florida CLIENT: Bill Poe Contractors, Inc. JOB NO: 95-5134 DATE: October 3, 1995 LAB NO: ID TECHNICIAN: Norman Curran CONTRACTOR: Bill Poe Contractors WEATHER CONDITIONS Mostly Cloudy T ASTM D 2937 IN PLACE FIELD DENSITIES - DATE MADE 10-02-95 H I COMPACTION C K IN-SITU IN-PLA LAB. PERCENT N TEST MOISTURE DRY MAX. E NO. LOCATION OF TEST DENSITY DENSITY ATTAINED REQUIRED S PERCENT ?:::F PCF S BUILDING PAD FILL l. lS'N. of S. W. Corner in West Footing Line, Grade 6.9 106.4 106.6 100 90 2. lS'N. of S. W. Corner in West Footing Line, l' Below Grade 7.5 113 . 9 112.7 100+ 90 3. S'N. of S .W. Corner in West Footing Line, Grade 7.6 106.2 106.6 100 90 4. S'N. of S.W. Corner in West Footing Line, l' Below Grade 9.5 114. 1 112.7 100+ 90 5. S'E. of s. W. Corner in South Footing Line, Grade 6.5 108.3 106.6 100+ 90 6. S'E. of S.W. Corner in South Footing Line, l' Below Grade 7.2 116.9 112. 7 100+ 90 7. lS'E. of S.W. Corner in South Footing Line, Grade 5.9 108.3 106.6 100+ 90 8. lS'E. of S.W. Corner in South Footing Line, l' Below Grade 7.7 111.9 112.7 99 90 LAB NO. The percentage of compaction for the In-place density tests are based on laboratory Moisture Density Relations ests IP 2P MAXIMUM DRY DENSITY 106.6 pcf 112.7 pcf REPORT DISTRIBUTION: 2: Addressee