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� � <br /> �� <br /> 1 <br /> ;__�: <br /> •' �,f <br /> , �'K <br /> � J <br /> aJ°��,����:�,;�� <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: 36145 Shady Bluff Loop (Zephyrhills) Lab No: 1 D <br /> Client: Highland Homes Technician: E. Garcia <br /> Job No.: 12588 Contractor. Client <br /> Date: 12/15/2015 Weather. Clear <br /> Permit#: 16541 <br /> Page 1 of 1 <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 09/18/2015 <br /> I 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-1 st and final lift 8.1 � 109.3 109.0 100% 95% — <br /> Building pad,Southwest comer-1st and final <br /> 2 I'rft 6.4 106.7 109.0 98% 95% — <br /> 3 Building pad;Center-1st and final lift 6.4 � 109.5 109.0 100% 95% — <br /> 4 Building pad; Northeast comer-1st and final lift 6.0 � 111.5 109.0 100+ 95% — <br /> The percentage of compaction for the in-place density test are based oln laboratory Moisture Density <br /> Relation Test D1557-A as follows: <br /> Lab No. � 1P <br /> Maximum Dry Density 109.0 <br /> Optimum Moisture � 11.4 <br /> Report Distribution: By: i <br /> Client: AI hin, Laboratory Manager <br /> City of Zephyrhills <br /> File: 12588 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />