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12�17I20'I� 15;1'1 McCon Bu i I d i ng Co rp {FAX}608 929 7739 P,005l006 <br /> � N t � � ��� � �Wo korder No; 7g�4.�1�00237.4000 <br /> ��l ,t'31NEE�iNG S�IEN�ES Repo�tDate: �z�o7r�o�� <br /> Consultenta In:Geotectinlcal Englneering•Environmental Sclences <br /> G�ophyslcal Servlcps•Materlais Testing•Threshold Inspectinn <br /> Bullding Cade Administration,Camp�ience InspecBon&?len Revlew <br /> 88tl2 Palm River Ftoad,l'ampa,�L 33619 -P:813.T40.85Q8 -�:B13J40.87�6 - <br /> In-Place Density 1'esfi Report <br /> Cilent: McCan �3uitding Corporation U�S 7echniclan: Ma�in Arroyo <br /> 1059 Circle Drive P.O. Box 247 Date Tested: 12lQ6/2017 <br /> Highl�nd,W153543 <br /> Project: Culver's-Zephyrhills <br /> 6386 Gall Bivd,Z�phy�hills, Pasca County, FL <br /> Tvbe of Test- <br /> Are�Tested: BLDG PAD Field: qSTM [�-6938 Nucle�r�auge Methad <br /> Material: Fill 6abo�atary: ASTM D1557 Madified Proctor , <br /> Reference Datum: 0=Top of Fill <br /> The tests below meet the 95%minimum compectian requirement <br /> Max�mum Optimum �iQld Dry Fiald Soil Pass <br /> Test [7ans'�tyr Moisture Densi�r Moistu�e Campaction or <br /> No. I�vcatfon af Test Range (pc� (%) (pc� (%) (9�j Fall <br /> 1 25 FEET WEST FROM NlE 1 ft 115.8 7,3 112.3 6.8 97 Pass <br /> � CORNER OF BLDG PAD <br /> � 25 FEET Sc7tJ1'H FabM rllE 1 ft 115.8 7.� 192_B �_0 �7 �ass <br /> CORNER OF BLDG PAD <br /> 3 15 F��T WEST FROM S/� 1 ft 115.8 7.3 113.3 7.2 98 Pass <br /> CORNER OF BLDG PAD <br /> a 15 FEET NORTH FROM S/W 1 Ft 115.8 7.3 113.B 8.6 98 Pass <br /> CORNER OF BLDG PAD <br /> 5 CENTER OF BLDG PAD 1 ft 115.8 7.3 109.9 10.0 95 Pass <br /> Te eslsbl/sh s muluaf p1o(ectlort to Unh�ersal's cl�ents,fhe P�Wk a►►d oarseh+es,el1 reports ere submllted as con/Ident�!property ol our cliertfs end <br /> �uthorizetion IorAubGcation o(statements,canclusions orextreds hom or►e�e�ny ffiivarssrs reparta is reserved pendMQ our wn7ten epproval. <br /> Page i <br />