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11345 U.S. High 1 � 'WJNGINEERING �O 78-1377•
'Oeancloo= 3�2958• Sebas&VL AND TESTING ,Phonetl772 589-0712'
723 Progress Way :__p
COMPACTION REPORT • •C.A.# 5693
*Sanford, FL. 3277� �D 15,7 aST�D KSMengineeri
DATE TESTED: July 15, 2020 KSM JOB #: 203225-1d/DJ/jo
%E1W T 200M 3: : 4Q4
CO As W Model: �(IC-1 4
%JOB LOCATION: 8204 Amalfi Circle Nuc� 31404
Lot 24, Waterstone
Fort Pierce, Florida
• ITET TESTED: — Compacted Foundation Fill
TEST LOCATION EPTH READ DENSI
41MOPEN • DRY
• •MAX. DRY PERCEN
• OF SAMPLE TY• OCTOR VALUE (P.C.F) • COMPACTIO
•1
•2
•3
04
•5
N.W.
N.E. •
Center
S.E.
S:.
'Soil Description:
Brown Sand with some
Clay •
• In Place Moisture:
• 7.2%
0" - 12" 40+ 110.6 112.5 98.3%
" 109.5 " 097.39/•
if 107.9 " 095.9%0
if 109.4 " 097.29/d•
• Procto O imum Moisture:
11.0°
Proctor Max. Dry Density: P.C.F.
112.5•
@ Test Locations the Density &•
Penetrometer readings indicate the
Degree of Compaction Meets
0 Minimum Requirement
0for Staked Foundation
0%J11r Submitted:�ol
W-
a
FL0Fi� . • tJ
9SI0N
Bryan E. bhHIVe%" E.
112.10 it 99.6°0
••
114.0 - I I� I •I•
•W I•
E
l 113.0 �
%.._.�_.._ ��.._�._.�I� .. .._...
�H• I• •I •I•,I, •I• I •
T I I I I
*1012*0
�. �.J_.._.�� ._�.._.. �.._..1.._...
C I
I I I I
6111.0—.._.i_.. 1._.._1, -4� ..�.._...
i••'••!••!•
•D010.0 i._. .....
R
Y I I• I I I
109.0.._.;_.._.;._.._;._..�.._..T.._..,
8009 10 6110 12 130 1'P
M�oisture - % of Dr Wei ht
Disclai�R2r.'P't — I sible 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.•
•
•V.P. of Engineering
PE 81439 07/16/2020
Em it to: St Lucie Building Department; rick.johnson@adamshomes.com
Proudly Serving Florida since 1990