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1 <br />, • �J <br /> . ' �� <br /> I c:1�1�(i�� <br /> �xat�rieS, �ze. <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: 36116 Shady Bluff Loop Lab No: 1 D <br /> Client: Highland Homes Technician: E.Garcia <br /> Job No.: 12478 Contractor. Client <br /> Date: 09/28/2015 Weather. Clear <br />' Permit#: 20150472 <br /> Page 1 of 1 <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 07/20/2015 <br /> MADE <br /> TEST TYPE INSITU IN PLACE DRY LAB MAX <br /> TEST BACKFILL MOISTURE DENSITY DENSITY COMPACTION PERCENT <br /> NO. LOCATION OF TEST PERCENT PCF PCF ATfAINED REQUIRED THICKNESS <br /> 1 Building pad;Garage-1st and final lift 5.3 113.5 119.5 95% 95°/a — <br /> Building pad;Southeast comer-1st and final <br /> 2 lift 5.8 113.5 119.5 95% 95% — <br /> 3 Building pad;Center-1 st and final lift 6.1 113.4 119.5 95% 95% — <br /> I <br /> 4 Building pad; Northwest comer-1st and final lift 4.3 114.0 119.5 95°/a 95°/a — <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 <br /> Maximum Dry Density 119.5 <br /> Optimum Moisture 10.3 <br /> Report Distribution: gy; <br /> Client: AI McG ' ,Laboratory Manager <br /> City of Zephyrhills <br /> File: 12478 ' <br />� I <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, � <br /> Materials Testing, Contamination Assessments, Audits and Remediation � <br /> I <br /> , � <br />