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KELLER, SCHLEICHER & MacWILLIAM ENGINEE ING, INC.
MA TIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL 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
BY
Q_U���®��� SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 16, 2018 KSM JOB # : 183619-1 d/SS/cv
P I RMIT # 1807-0688 RECEIVED
C O NTRACTOR Wynne Development OCT
( 24
01
8
J B LOCATION 6523 Zapote Court
Spanish Lakes Fairways ST. Lucie County, Permitting
Fort Pierce, Florida
IT M TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY , PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 46 108.6 111.0 97.8
2. S.E. to43 106.2 95.7
3.ICenter 45 107.5 96.8
4. 1S.W. 48 109.3 98.5
5. N.W. If46 108.8 If98.0
So it Description:
Br wn and Gray Sand
wit, Some Clay 112.0 1 1 1 1 1 1
In lace Moisture: W
7. Percent E
I I I I I I
Op imum Moisture: G I
11.0 Percent H I I I I I I
T 111.0
Mal . Dry Density: I I I I I
11 :.0 P.C.F. P
@ est Locations The C
De sity & Penetrometer
110.0 — —
Re dings Indicate the F j I I I I I
De ' ree of Compaction Meets
Mi rt,Wo R0ta�r�ed
f �. D
Qt; � •• ••;,��i��l j I I I I I
�. • . 1 d1 •' • , kd' to Natural Grade. R
I I I I I
�Re� �tfrxtl a Cry Y 109.0 �-- •.—.,—..— �..—.., ..— — —,
6 8 9 10 11 12 13 14
�I
_ — Moisture - % of Dry Weight
eI�dcie County Building Department
E- i t�anishlakes.com
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366