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t� 11345 U.S. High*ay 1 " • V%, AENGINE ER�C . PO Sox,78 1377
Sebastian;.FL:32958 � AVZ AND TESTING- :Sebastian,'FL. 32978.
Orlando Phone:772=589= 712
723 Progress Wqy :'SOIL COMPACTION REPORT C.A.#$693
Sanford, FL. 32771 ASTM D.1551 and ASTM D 6938 KSMerigineering.net
DATE TESTED!'` March 5,2020 KSM,JOB#t. 2010887;1d/SH/j'o
PERMIT`M zoo o517 3 y y NUC# 528'
-CONTRACTOR: Wynne.Development S �� Nuc Model: MC=IQR=P'
JOB10CATION! 67 El Camino Real Nuc Serial#: MD049528
Spanish Lakes 1
Port St Lucie;Florida
ITEM TESTED;,' Compacted Foundation Fill,
TEST LOCATION PEN ::DRY MAX.DRY PERCENT`
'DEPTH
OF SAMPLI READ DENSITY PROCTOR VALUE(P,C.F) COMPACT TION
1. N.E. 0"-12" 39 147.3 112:2, 95.69'a
2. S.E. .40 108.6 '96.8%
3. Center " =41 109.1. " 97.2%-
.4. .S.W. " 40 108.4 :96.6%_
5. N.W. 39 107.9 it56.2%
Soil Descript'ion;, 1=14.0 -
Brown.Sand'. E
i
In;Place Moisture: G• 31.6 - j I I l
8.3% H !
T.
Proctor Optimum Moisture:' 1-12.0 j- — l •— — —i_ —•.:1:`:.—..
110% P l I I I 1 I
Proctor Max.'Dry Density:P.C.F.
112.2 111.0 —1.—. I
1.- 4
FI. T 1
@ Test Locations the Density&
Penetrometet readings indicate the 110.0'�-- —•(— — j — -r —
Degree of Compaction Meets D
R
Minimum Required Y
for Staked Foundation 109.0 ; — — —: -
8 9` 10 11 12:: 13 14
Respectf i ilk r Submitted*
Moisture-%of Dry Weight
�.``,�4.' $ '• ��. Disclaimer: Contractor is resppns bie`to maintain
�'• the tested area in the condition :that KSM
00.
W completed.the indicated passed compaction test.
jjj ZKSM is not responsible if the tested.area has been
® . ®��Q�•'•(J®� altered from the approved inspected condition.
Brya lif?w
V..P.`of Engineering
-PE#81439 3/6/2020•
Email to: St Lucie Building Department-
proudly Serving Florida since 1990