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KE;LLER, 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 1(561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.; 5693 SOIL COMPACTION RE FAX (772) 589-6469
LASTM D 1557 and ASTM 9AE C®DV
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
TESTED
December 3, 2018
1809-0047
Garcia Partial Cleaning & Grading
5144 Cherry Palm Way
Ft. Pierce, Florida
Foundation Fill
KSM JOB # : 180153-1 d/MH/ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.1 N.W. 0" - 12"
2. N.E. "
3.1 Center "
4.1 S.W. "
5. S.E.
Soil Description:
Brown Sand with
Traces of Clay !& Shell
In Place Moisture:
7.0 Percent
Optimum Moisture:
11.10 Percent
i
Max. Dry Density:
115.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Q'nSWk9d'PmAjpdation
1P' �*&.4J1 _APn to Natural Grade.
54
114.3 115.1
99.3
51
111.6
97.0
52
112.0
97.3
52
.112.0
97.3
52
112.2
97.5
116.0 -
W I
E
G ,
H 115.0—.._.1_..—.I.— J..—..1.._.._
T I I I I I
P I= I I I I
114.0 4—.._.�_. ,i._.._�._...,.. , .._.._
C I
F Y I I I
113.0..—.1_.._.I._..-1.—..J.._..1.._...
D I I I I
R I I I I I
Y112.0
I I I I I
8 9 10 11 12 13 14
n I r
�. Q le a le ,
_P_ sirT�
�., Rake bud.com
Lucie County Building Department
i 09!0P1 efgtj'v' onald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
12/,04/2018 16:55 772589,6469 KSM ENGINEEP"K7 PAGE 01/01
tee!1 ff FILE CrN
A1166JAM
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) 846-7445 www.ksmengineering.net MEI_BOURNP- (321) 768-8488
FAX (561) 845-8876 E.Meilc KSM@KSMENGINEERING.NET St LUCIE (772) 220-9098
01 A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6460
ASTM D 1667 and ASTM D 2922,
DATE TESTED . December 8, 2018 KSM JOB # : 180153-1 d/MH/ct
PERMIT # 1809-0047
CONTRACTOR Garcia Partial Cleaning & Grading
JOB LOCATION : 5144 Cherry Palm Way aECETVED
Ft. Pierce, Florida DEC
ITEM TESTED _Compacted
Foundation Fill
Permitting Departmen,
St. Lucie county
TEST LOCATION
k PEN
DEPTH
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 54
114.3
115.1 99.3
2. N.E.
It 51
111.E
97.0
3. Center
tr 52
112.0
97.3
14. S.W.
52
.112.0
97.3
'5. S-E,
52
112.2
97.5
Sail Description:
grown Sand with
116.0 -
Traces of Clay !& Shell
W
I
( 1 I I I
fn Place Moisture:
E
I
I
7.0 Percent
G
I
I I 1 I
Optimum Moisture:
11.0 Percent
Max- Dry Density-
I15.1 P.C.F.
(b Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for UnstdIkUMUndation
Irs
to Natural Grade.
TV
H 115.0 �.._.1_..,.I._. T
J.. J .._ ..
j I I I
P I I I 1 I
114.0.7,._...
c
113.0
R
,r112.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
4'mo m. I ZI)d.com
� n� . ,0cie County Building Department
`'°Fafmil 0;+ bn@ld G. Keller, R[.: 37293 / 81 I-ic. No.: 860 / .hjlip F. Kplipr PP • AA.'ARR