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• � <br /> 1 <br />� � �� <br /> �° �/ ✓ <br /> �le�rir7���ato9�J, J"n� <br /> 3905 Kidron Road*Lakeland, FL 33811 "863-647-2877*Fax 863-647-1770 <br /> SOIL TESTING -FIELD DENSITY-PERCENTAGE <br />� OF COMPACTION REPORT <br /> I - <br /> Project: 36212 Shady Bluff Loop(Zephyrhills) Lab No: 1 D <br /> Client: Highland Homes Technician: R.Carter <br /> Job No.: 12635 Contractor. Client <br /> Date. 11/30/2015 Weather. Clear <br /> Permit#: 16631 <br /> Page 1 of 1 . <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 10/15/2015 <br />� _ MADE <br /> TEST TYPE IN-SITU IN PLACE DRY LAB MAX <br /> TEST BACKFILL MOISTURE DENSITY DENSITY COMPACTION PERCENT <br /> NO. LOCATION OF TEST PERCENT PCF PCF ATTAINED REQUIRED THICKNESS <br /> 1 Building pad;Garage-1st and final lift 10.8 117.7 122.2 96% 95% — <br /> Building pad,Southwest comer-1st and final <br /> 2 lift 11.9 118.2 122.2 97% 95% — <br /> 3 Building pad; Center-1st and final lift 8.4 119.5 122.2 98% 95% — <br /> 4 Building pad; Northeast comer-1st and final lift 7.6 125.4 122.2 100+ g5�/a _ <br /> The percentage of compaction forthe in-place density test are based on laboratory Moisture Density <br /> Relation Test D1557-A as follows: � <br /> Lab No. 1 P <br /> Maximum Dry Density 122.2 <br /> Optimum Moisture 10.2 <br /> Report Distribution: gy; <br /> Client: AI McG ' ,Laboratory Manager <br /> City of Zephyrhills <br /> File: 12635 � • <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />� <br />