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1%GJA ,
KELLER, S_CHLEICHER & 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 — _ ' - ---MELBOURNE 321 768-8488
FAX (561) 845-8876 www.ksmengm`eering.net ST. LUCIE (772) 229-9093
E-Mail: KSM@KSMENGINEERING.NET
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 9, 2019
PERMIT #
1901-0583
CONTRACTOR
Wynne Development
JOB LOCATION
36 Calle De Lagos
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION" DEPTH
OF SAMPLE
1. N.E. 0" - 12"
2. N.W.
3. Center "
4. S. E. "
5. S:W.
Soil Description:
Light Brown Sand
with Some Clay
In Place Moisture:
8.4 Percent
Optimum Moisture:
12.0 Percent .
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
KSM JOB # : 191407-1 d/SS/ct
SCANNED
BY
�p9 lb St. Lucie County
,r o
9pP 4�9 .
PEN
DRY
MAX. DRY
PERCENT
READ
DENSITY
. PROCTOR VALUE
COMPACTION
50+
106.8
110.6
96.0
"
107.5
97.2
"
108.1
97.7
"
108.9
98.5
"
110.2
99.6
112.0 I I I I I
W
E
G111.0 ••—•'
H I I I I I
T I I I I I
110.0 ••_.i_.._: _.. i.._ .� .._..j_.._.
P I
c
109.0—.._.� _ ._�.—.. �.._.. _. 1_.._.
F I I I I I I
• j I I I I
D 108.0 �.._.i_.._i._..i..—.. i .._..j_.._.
R
y I I t I I I
107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
jilding Department
o _....:J n_ v,.u..- no. o9nne / .. .:_ u_ . ocn i :_l_ r- v_n__ nC . cno....