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tENGINEERING
PO Box 7Mailing
*Sebastian, FL. 32958 A% AVL AND TF) ING Sebastian, FL. 329780
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Orlando 1� l Phone:772-589-071240
0723 Progress Way SOIL COMPACTION REPORT• C.A.# 5693
Sanford, FA32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net*
DATE TESTED: J� � � 0
KSMM J� 20266�/DJ/jo
PERMIT #: 2004-0628
NUC # 404
Adams Homes
Nuc Model: MC-1 Elite
CTRACTOR:
Nuc 1
J B LO TIR: 5343 Lugo Street
S� 31404
Lot 29, Block 1, Waterstone
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN
OOF
DRY MAX. DRY PERCENT
SAMPLIP READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
�1. N.W. *0" - 12" 40+
107.2 110.1 97.4%
02. N.E. It
106.4 96.6%
3. Center It
105.0 95.4%
,4. S.EO it
108.2 98.3%
05. S.W. Ifit
106.1 96.4%
^Soil D112.0
- I I I I I 1
•Brown Sand with tracesW
I I I I I I
E
I
Hof Shl III Fragments
111.0 �..—�.—.. ..—.�.—.. �..—..�—.•�• ...
OlnPI�Ce i re: G
I I I I I
H5.8"� T
I
II
Proctor Optimum Moisture:
110.0 •.,.,.
.��•�
012.6% F,
Proctor x. DDensity: P.C.F. C
--IIIIIII
.n—,
.109.0110.1
i— —IIIIII
F
@Test Locations the Density &
trometer readings indicate the
108.0 �.._I.—.. fi.._.r_..rt.._..I_.._I..—.
•Degree of Compaction Meets R
Minimum Requirement y
I I I I I I
for Staked Foundation
107.0 T
spctfully Submitted:
9 10 11 12 13 14 15
0.0
Moisture - % of Dry Weight
,�� `� E• KF Disclaimer: Contractor is responsible to maintain
�JLICENS 4��` the tested area in the condition that KSM
completed the indicated passed compaction test.
• o. S83tJG = KSM is not responsible if the tested area has been
-p altered from the approved inspected condition.
STAT__ ,—
Ka
APE#68MO, 6/17/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
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