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BY 72-P C 0 "1 "A jffl
M Lucia Coffft� 4,16 NO AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTJN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALMBEACH (561) 645-?44 . 5 wwwAsmeiigineering.-net MELBOURNE (321) 768-8488
FAX (66,61) 645-8876 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 March 19, 2018 KSM JOB #: 180959-1 d/SS/cv
PERMIT # 0
CONTRACTOR St. Lucie Site Development 1 i RECEIVED
JOB LOCATION 5800 Silver Oak Drive MARI 17010
Fort Pierce, Florida JPermittin
epartmenf
St. Luce
e County
ITEM TESTED Compacted
Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY
PROCTOR VALUE
COMPACTION
1.'N.E. 011-12"
31
104.2
109.0
95.6
2,;NW
39
109.0
100.0
3. Center
37
106.3
97.5
4.'S.W.
36
105.9
97.2
5. S. E.
32
104,5
95.9
Sq'il Description:
Brown Sand with Some Clay
110.0
W
In Place Moisture:
E
8.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
169.0 P.C.F.
@,,Test Locations The
D'nsity & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Mi.kimumiRmaujred
I
Natural Grade
U I
H 109.0
T
P
108.0 4—
C
F i T
107.0
D
R
106.0
9 10 11 12 /13 14 15
Moisture - % of Dry Weight
Ronatc! G, Keller, RE- 372931 S1 LicNo.. 860 Julie E. Keller, RE.: 68366