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Home My WebLink Aboutcompaction testHeadquarters 11345 U.S. Highway 1 'Sebastian, FL. 32958 Orlando 723 Progress Wa Sanford, FL�3277� PERMIT #: CONTRACTOR: �� ENGINEERING �� j Z AND TESTING —SOIL COMPACTION REPORT �ASTM D 1557 and ASTM D 6938 � � � � — Jun�2� 2004-0243 � � Adams Homes 220 Ama i Circ Lot 20, Waterston Fort Pierce, Florida � ailing APO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 _ C.A.# 5693 KSMengineering.net � � KSM 20276Q-2d/Sli/jo NUC # 528 � Nuc Model: MC-IDR-P NucNuc Serial #: MDO ITEM TESTED: Compacted Foundation Fill TEST LOCATION � PEN � DRY � �IVIAX. DRY PERCENT �OF SAMPLE � DEPTH � READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION � 1. N. W 0" - 12"_ 40 _ 109.3 110.9� �98.6%� �2. N.E. 41.E 110.0 �99.2%� 3. Center �" 47� 109.8 �99.0%� 4. S.E� � 39 109.1 98.4% 5. S.W. 39 108.9 98.2% Soil Descr� �� •Brown Gray Sand wi�Fi •Shelgments �In PI ; � 11.1 � Proctor Optimum Moisture: � 12.0% � �ProctoD� :�C.F. 110.9 � � � @ Test Locations the Density & Penetrometer readings indicate the •Degree of Compaction Meets �MInImU Requirement for Stak� Foundati �g�spPrtfiil I�Subml� `� ` �• J• .,RYA � � • W �• V� W 112.0 - I �I I� E � �I I� � � I 111.0 a—.._.i—..—.i.—..—..—.. I I I I ..—... ,G H I �I �..—.. i �I �I, T I I 110.0 �.. � �—..— I � I.. �_ � ..1..�... �P � � •I • � � I � � � I � •C I�,I � I• •I •I •I �F � �I � I� I I• � •I� I� I I�*I /R 108.0 --.._.—..—.�._.._f._..�..— I�/1� ..—... I��I ��I. I � I �I I� �I � �I� I � �-11 � �• 14 Moisture - % of Dry Weight Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test. KSM is not responsible if the tested area has been altered from the approved inspected condition. L.Ce e1 �• �' Bry t~.rN��IW�Ps.'E'. V.P. of Engineerin PE # 81439� - �6/25/2020 � � Email to: St Lucie Building Department; rick.johnson@adamshomes.com � — � Proudly Serving Florida since 1990