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KILLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
M 'RTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PA '�M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
ATE TESTED September 12, 2018 KSM JOB # : 183157-1 d/MH/ct
PERMIT # 1808-0408 azecetvec
CONTRACTOR D & M Concrete �~ -2018"�
JOB LOCATION 7903 Westmont Drive Permitting Department
artment
Lakewood Park St. Lucie County
Ft. Pierce, Florida
TEM TESTED
Compacted Foundation Fill for the Detached Garage
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12" 50
104.7
108.7
96.3
?. Center
if50
105.2
96.8
3. S.W.
It50
105.0
96.6
oil Description:
rown Sand
n Place Moisture:
i.3 Percent
)ptimum Moisture:
2.0 Percent
lax. Dry Density:
08.7 P.C.F.
I Test Locations The
ansity & Penetrometer
aadings Indicate the
agree of Compaction Meets
inimum0ggj[ed for
'r
:o Natural Grade.
`7
W 110.0 I I I I I
E I I I I I I
I I I I
G 109.0 Ali
iH
T I Ip 108.0 T .._._..i�I IF107.0 ._ I I I
D 106.0 I _.1_.. I._.._I._..J.._..1.._.._
R I I I I
Y I I I I I I
105.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
ATE' : '4
ftw��t.aLLcie County Building Department
bf4!lllette*a
Ronald G. Keller. P.E_: 37293 / SI I ir- Nn.- Alin / hilip F_ Kallp'r PF • RRRFR