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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 September 26, 2017
PERMIT # 1TZ.
CONTRACTOR Wynne Development
JOB LOCATION 52 Flores Del Norte
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 172930-1 d/MH/jt
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50
110.6 111.9
98:8
2.
N.W.
50
107.3 "
95.9
3.
Center
50
109.4. if97.8
4.
S:E.
50
110.9 to99.1
5.
N.E.
50
109.9 it98.2
Soil Description:
Brown Sand with
113.0 I I I I I
Shell Fragments
W
In Place Moisture:
E
I I I
9.9 Percent
G
112.0
Optimum Moisture:
T
I I I I I I
11.0 Percent
111.0 1 I 1 1 1
Max. Dry Density:
I I'
111.9 P.C.F.
C
110.0—
@ Test Locations The
F
I I I I I
Density & Penetrometer
I I I I I I
Readings Indicate the
109.0 I
Degree o�f,Csvriidotiy�J; Meets
Minis SgAft ''•,�
D
R
I I I I I I
I I I I I I
for 8 ICI• b.�'•,
* 1 er1 R0 ingsTakef%to Aitural Grade.
108.0 _ 1
r11
8 9 10 12 13 14
I espe;c ed::
+9fa7�17 E OF
`" 0•.
II er-,�E''tJ •'
�o►vAL,,�•',
Fax and Mail'i'b'"9t "Lucie County Building Department
Email to: dotty.@spanishlakes.com
Moisture - % of Dry Weight
RECEIVED 0Cr
2017
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366