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• � <br /> � <br /> • ' � +��n <br /> �'n9,�.lx�r�atc�, �c. <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: 36125 Shady Bluff Loop(Zephyrhills) Lab No: 1 D <br /> Client: Highland Homes Technician: T. Isbell <br /> Job No.. 12895 Contractor: Client <br /> Date: 04/15/2016 Weather: Clear <br /> Permit#� 17062 <br /> Page 1 of 1 <br /> ASTM: D6938 IN PLACE FIELD DENSITIES DATE 03l03/2016 <br /> MADE <br /> TEST TYPE IN-SITU IN PLACE DRY LAB MAX <br />----- TEST - --BACKFILL -- — – MOISTURE ---DENSITY- -- DENSIT-Y ——COMP_ACTION_P_ERCENT__ ___ <br /> NO. LOCATION OF TEST PERCENT PCF PCF ATTAINED REQUIRED THICKNESS <br /> 1 Building pad; Garage-1st and final and final lift 7.7 108 7 110.9 98% 95% – <br /> Building pad; Northeast comer-1st and final <br /> 2 and final lift 7.1 107.9 110.9 97% 95% – <br /> Building pad; Southwest comer-1st and final <br /> 3 and final lift 8.2 107.2 110.9 97% 95% – <br /> 4 Building pad; Center-1 st and final and final lift 8.9 110.3 110.9 99% 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 110.9 <br />� Optimum Moisture 10.9 <br /> Report Distribution: By: <br /> Client: AI McGhi aboratory Manager <br /> City of Zephyrhills <br /> File: 12895 <br /> Services: Environmental and Geotechnical Engineering and Consulting, Drilling, <br /> Materials Testing, Contamination Assessments, Audits and Remediation <br /> � <br />