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� - � 1 <br /> • � <br /> � <br /> �n�,�1�ratc�xi�, �c, f �� <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: 36200 Shady Bluff Loop (Zephyrhills) Lab No: 1 D <br /> Client: Highland Homes Technician: T. Isbell <br /> Job No.: 12775 Contractor: Cfient <br /> Date: 01/28/2016 Weather. Clear <br /> Permit#: 16741 <br /> Page 1 of 1 i <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 12/22l2015 ! <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 ATTAINED REQUIRED THICKNESS <br /> 1 Building pad; Garage-1 st and final lift 9.8 109.7 110 4 99°/a 95°/a — <br /> 2 Building pad; Center-1st and final lift 4.9 112.1 110.4 100+ 95°/a — <br /> Building pad; Southwest comer-1st and final <br /> 3 lift 5.9 107.1 110.4 97% 95% — <br /> Building pad; Southeast comer-1st and final <br /> 4 lift 8.1 109.3 110.4 99% 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 110.4 <br /> Optimum Moisture 10.2 <br /> Report Distribution: gy. <br /> Client: I McGhi , aboratory Manager <br /> City of Zephyrhills <br /> File: 12775 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br />