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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
Revised: September 14, 2017
DATE TESTED September 5, 2017 KSM JOB # : 172772-1 d/MH/jl
PERMIT # 17060373
CONTRACTOR Wynne Development
JOB LOCATION 13944 Encantardo Circle
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY- PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50 108.6 110.9 97.9
2. S.E. " 50 105.8 95.4
3. Center If
50 108.1 97.5
4. N.W. 50 106.4 95.9
5. S.W. 50 105.8 95.4
Soil Description:
Brown Sand with Shell W 112.0 1 I I I I 1
Fragments E I I I I I
In Place Moisture:
9.0 Percent G 111.0
.:_..�
H
Optimum Moisture: T
12.0 Percent
110.0
Max. Dry Density:
110.9 P.C.F. C109.0
@ Test Locations The F I I
Density & Penetrometer _.._.._.._..�
ll
_
..__.... Readings la0catethe 108.0
Derq'`1fo�a�� jgn Meets D I I I I I I
* f '' •�,� Y I I I I I I
�•1�or�061PV "Fo�•alt d� 107.o 4- I I { I I
R n.ry� ' ' sTaken A Natural Grade. 9 10 11 12 13 14 15
R mltfif!d:
F Moisture - % of Dry Weight
VED SEP 19" 916
III
� RECEID SEP 1
rij
° °reuo�uoe�,
RECE
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366