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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 1FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 7, 2018 KSM JOB # : 184199-1d/SH/cv
PERMIT # 1808-0696 ReCSNEp
Ott
CONTRACTOR Wynne Development Pel 9 Aft
JOB LOCATION 7 La Villa Court S" LU4r epar n,ent
Spanish Lakes Country Club Village county
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 38
105.8 109.1
97.0
2.
S.W.
38
105.9 1197.1
3.
Center
39
107.0 If
98.1
4.
N.W.
39
106.8
.97.9
5.
N. E.
37
105.0
96.2
Soil Description:
Brown Sand
In Place Moisture:
11.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation.
* Ren..\001000s en to Natural Grade
110.0 i
W
E
G 109.0 I_.._..—••—. �. r.._ —.._.
H I I I I I I
T
j I I I I
P 108.0
C
• j I I I I I
F
107.0 _.I_.._I._..�.._.. r .._..I_.._.
D
R
Y
106.0 �— —
9 10 11 12 13 14 15
j d G Bell r, P.E.
nj &60)St. � Count BuildingDepartment
o4 Dfttt \I �c.com
�'ONIAIL0�on\ald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366