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. � 1 <br /> • � <br /> il " �� <br /> • J <br /> �'������:�, �� <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: 36140 Shady Bluff Loop(Zephyrhills) Lab No: 1 D <br /> Client: Highland Homes Technician: C.Stafford <br /> Job No.: 12718 Contractor. Client <br /> Date: 01/13/2016 Weather. Clear <br /> Permit#: 16740 <br /> Page 1 of 1 <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 11/30/2015 <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 center-1st and final lift 5.0 106.5 105.0 100+ 95% — <br /> 2 Building pad; Center-1st and final lift 4.7 107.4 105.0 100+ 95% — <br /> Building pad;Southeast comer-1st and final <br /> 3 lift 4.5 106.1 105.0 100+ 95% — <br /> 4 Building pad, Northwest comer-1st and final lift 4.7 108.3 105.0 100+ 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 105.0 <br /> Optimum Moisture 7.6 . <br /> Report Distribution: gy; <br /> Client: AI M in,Laboratory Manager <br /> City of Zephyrhills <br /> File: 12718 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />