HomeMy WebLinkAboutKSM REPORTe
i%17jVi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR ' IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALrBEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX ( 61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 20, 2018 KSM JOB # : 184380-1 d/SS/cv
cent`
PERMIT # 1809-0597
CONTRACTOR Wynne Development �p�1 m
n
,�1�9 � you t�
JOB LOCATION 10 Bernardo Lane Qet 5r ��Ue q\lt D
Spanish Lakes 1 SCANNE
BY
Pot! St. Lucie, Florida St Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0 - 12" 42 104.2 109.5 95.2
2. N.W. it43 105.6 If
96.4
3. Center if 46 107.1 If
97.8
4. N.E. It43 104.9 It
95.8
5. S.E. 46 106.7 97.4
Soil Description:
Brown and Tan Sand
with Traces of Clay 111.0 I I I I I I
In Place Moisture: W
7.1 Percent E—
I 110.0
Optimum Moisture: G I
1210 Percent H I I I I I
1' I ! I I I
My x. Dry Density: 109.0
109.5 P.C.F. P
@ Test Locations The G j 108.0 — I _ _ I —
--
Density & Penetrometer I I I I I I
Readings Indicate the F
.Degree of Compaction Meets —•
—
107.0 J
Minimum Required I I I I I
for�;�tdlt6HFigoppdation. D I I I I I I
ken to Natural Grade. y
106.0 �.._._.._,._..�.._.. r.._..,_.._.,
•• % 9 10 11 12 13 14 15
Moisture - % of Dry Weight
:Jul'�ie
� a
Vr OF
ucie County Building Department
��� • • �ynnebc.com
f 1111% ,`, Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366