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KE 4ER, 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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE
TESTED
july 5 2016
KSM JOB # : 161716-1d/SF/aj
EMIT
#
1603-0027
SCANNED
CONTRACTOR
Homecrete Homes
BY
St Lucie County
JO
LOCATION
231 Sunrise Drive
I
Ft. Pierce, Florida
ITEM
TESTED
Compacted Foundation Fill- House Pad
I
EST LOCATION
DEPTH * PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 47
114.8
116.0 99.0
2.
S.E.
44
113.9
98.2
3.
Center
48
115.1
99.2
4.
N.E.
46
114.7
98.9
5.
N.W.
46
114.3
98.5
So'I Description:
Brown and with Shell Fragments
In Place Moisture:
11.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.0 P.C,F.
Test Locations The
De sity & Penetrometer
Re�dings Indicate the
Degree of �
Mirimugq�p�d�fi6ktciyl��ets
�r� e ! s �ct� le
i
Julie
C-1 i ail
Fax
,cen to atuwl Grade.
t
F
w
117.0 I I I I I
W
E I I I I I I
I I I t I I I
G 116.0
H
T I I I I I I
P I I I I
115.0
C I I I I I I
I I I I
F I I I I I
114.0=_.._..•_.._.
D I I I I I I
R I I I I I I
Y 113.0
8 9 10 11 k t;} 13 14
Moisture - % of Dry Wei
JUL 9 3) 2016
Pub'N
St. Lucie C;ou
r -n r or Fianomes.com
alfvt/� I or
Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
07/07/2016 11:30 77258964691-1 KSM ENGINEERING PAGE 01/01
%F O IL 9
KEL LER, SCHLEICHER & MaCWIL.LIAM ENGINEERING AND ET S TIN , INC.
MARTIN (772) 337-7755 P.O. BOX 78^1 377, SEBASTIAN, FL 32978-1377 MELSOURNE (321) 768-8468
PALM BEACH (561) 845-7445 www.ksmangineering.net S-r LUCIE (772) 229-9093
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
G.A. 5693 SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
TE TESTED : July 5, 2016
KSM JOB#: 161715-ld/SF/aj
# �6a LA-�7,r:
ZERMIT�'
SCANNED
CONTRACTOR Homecrete Homes
BY
at Lucie County
JAB LOCATION 231 Sunrise Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill- House Pad
TEST LOCATION DEPTH "PEN DRY
READ DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
OF SAMPLE
1. S.W. 0ll - 12" 47
114.8
116.0 911 9.2
2. S.E. 44
113.9
if 99.
3. Center 48
115.1
98.9
4. N.E. 46
114.7
98.5
5. N.W. 46
114.3
Soil Description:
117.0
I I I I I
Brown Sand with Shell Fragments W
E
4 I
In Place Moisture; 1
I
I I I
11.1 percent
H
116,0
I
T
Optimum Moisture:
l
I I I I I
11, 0 Percent p115.0
l
l
Max. Dry Density: C
I
I 1 I I I
P.C.F.
�116.0
F
i@ Test Locations The
114.0
Density & Penetrometer
j
1 I I I I
Readings Indicate the R
Degree of C�Q%��fit�11 ajll�ets Y
113.0
Minlmur�IQlk dA.?f��i�
g
9 1 Q 11 12 13 14
Unstak
* Pe " en ca !'. at l r)�I Grade.
Moisture - % of Dry Weight
espctfwllylo I
r
Julie-, �>�r; ,���
RECEIVED JUL 071016
..:
E- ail homes.com
Fax aifi4►� I IoI Building Department
Ronald G. Keller, P.E.. $7293 / SI Lio, No.: 860
/ Julie E. Keller, P.E.: 68366