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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN(772)589-0712
PALM 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.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED November 14, 2016 KSM JOB# : 163101-1 d/MH/aj
PERMIT# 1609-0158
CONTRACTOR Wynne Development
JOB LOCATION 33 Arboles Del Norte
Spanish Lakes Country Club
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill i3d�_ ��'b�a$`-CSzlo,y
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 107.4 112.9 95.1
2. N.E. if50 108.1 95.7
3. Center If50 109.3 96.8
4. S.W. 50 108.8 96.4
5. S.E. 50 107.9 95.6
Soil Description:
Brown Sand
114.0 1 I I I I
W
In Place Moisture: E I I I I I I
6.4 Percent I I I I I I I
G 113.0 I _..i _..� _ _..---I..—..F _..
Optimum Moisture: H I I I I I I
11.8 Percent T I _ _
Max. Dry Density: 112.0 —
P _
112.9 P.C.F.
C 111.0 —.._..I
@ Test Locations The I I I I I
Density & Penetrometer F I I I I I I
Readings Indicate the
Degree of Compaction Meets 110.0 L•._..I _ I _ I _ I_ _ I_ _
Minimum Required D I I I I I I
for gta1��' ° o &ajjon. R I I I I I I
*oP i � �� to Natural Grade. Y 109.0 - — I _••I _ I _ I _• I
�A erg 9 10 11 12 13 14 15
46
0 go
N�l6 Moisture-%of Dry Weight
q�lle �rp�. .�•,
'all. '� County Building Department RECEIVED JUL 10 2017
s e r�`hlakes.com
Alro��s
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366