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. , � 1 <br /> : V °� <br /> , • �/e�i.��,_.�stfi��t�z`��ru�l, �'r�. ' <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: 36153 Shady Bluff(Zephyrhills) �ab No. 1 D <br /> Client: Highland Homes Technician: T. Isbell <br /> Job No.: 12804 Contractor. Client <br /> Date: 02/25/2016 Weather. Clear <br /> Permit#� 16841 <br /> Page 1 of 1 <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 01/11/2016 <br /> MADE , <br /> TESTTYPE 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-1 st and final lift 5.3 1147 121.3 95% 95% — <br /> Building pad;Southeast comer-1 st and final <br /> 2 lift 6.1 114.9 121.3 95% 95% — <br /> 3 Building pad; Center-1 st and final lift 3.9 114.7 121.3 95% 95% — <br /> 4 Building pad, Northwest comer-1st and final lift 4.1 115.5 121.3 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 <br /> Maximum Dry Density 121.3 <br />� Optimum Moisture 11.0 I <br /> Report Distribution. By: <br /> Client: AI Mc m, Laboratory Manager <br /> City of Zephyrhills <br /> File: 12804 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />