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i � <br /> • � <br /> *� � r�nr <br /> , J <br /> ���CJ.�cr�o�zcJ, ��a�,. <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 /> Project: 36126 Shady Biuff(Zephyrhills) Lab No: 1 D <br /> �Client: Highland Homes Technician. C. Stafford <br /> Job No.. 13078 Contractor: Client <br /> Date: 07/07/2016 Weather. Clear <br /> i�ermit#: 17304 <br /> Page 1 of 1 • <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 05/25/2016 <br /> MADE <br /> � � TEST TYPE INSITU IN PLACE DRY LAB MAX ' <br /> TEST NATURAL GROUND MOISTURE DENSITY DENSITY COMPACTION PERCENT <br /> NO. LOCATION OF TEST PERCENT PCF PCF ATTAINED REQUIRED THICKNESS <br /> 1 Building pad; Center-1st and final lift 7.3 113.1 118.1 96% 95% — <br />� 2 Building pad; Northwest comer-1st and final lift 7.6 112.0 118.1 95°/a 95% — <br /> 3 Building pad;Southeast comer-1 st and final lift 7.0 112.1 118.1 95% 95% — <br /> The percentage of compaction for the in-place density test are based on laboratory Moisture Density <br /> Relation Test D1557-A as follows: <br /> Lab No 1 P 'i <br /> Maximum Dry Density 118.1 <br /> i Optimum Moisture 9.9 <br /> J <br /> Report Distribution: By � <br /> Client: AI McGh' , aboratory Manager <br /> City of Zephyrhills <br /> File: 13078 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />