HomeMy WebLinkAboutKSM REPORT/`9I z — UO%O—
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERI G ES INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2019
1812-0360
Wynne Development
2 Los Gatos
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 190318-1 d/MH/cv
SC R
ti � Fo
sP �4c/ �� �® peen FFBIr F2
00G�
a
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
53
113.4
113.9
99.6
2. S.E.
51
111.6
98.0
3. Center
50
110.9
97.4
4. N.W.
50
109.3
96.0
5. S.W.
51
111.2
97.6
c
Soil Description:
Brown Sand with
115.0
I I I I
I
Traces of Clay
W
j
I I I I
I
In Place Moisture:
5.9 Percent
G
114.0 L .._.�—.._�.—..
�.._.. ..—.—..—.
Optimum Moisture:
H
I
I I I
I
11.0 Percent
T
Max. Dry Density:
P
j
113.0 j—••—•I—••
I I I I
_•.•._.•'
I
_„j_,._•
113.9 P.C.F.
G
I
I I I I
I
@ Test Locations The
Density & Penetrometer
F
Readings Indicate the
112.0
Degree of Compaction Meets
Minimum RegN
for Sta{ti`1�tl1ln ddvv��
D
R
Y
'���i
111.0 8 ..—.9
10 11 12
13 14
" S Moisture - % of Dry Weight
z.
Building Department
11 I I t bonald G. Keller. P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller. P.E.: 68366
01/24/2019 09:45 772589E^FP KSM ENGINEERING �h �6t� PAGE 03/06
ns s FILE C E)v
KELLER, SCHLEICHER & MacWILL.IAM 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 w Asmengineering.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 : January 22, 2019
KSM JOB*: 190318-1 d/MH/cv
'ecEvfp
PERMIT#
1812-0360
CONTRACTOR
JOB LOCATION
ITEM TESTED
Wynne Development
2 Los Gatos
Spanish Lakes 1
Port St. Lucie, Florida
Compacted Foundation Fill
d'p
�� 9Z
�yt� ��ti�
�0
my�
(AN
Pers� LUCIDepartment
County
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0"-12"
53
113.4
113.9
99.6
2.
S.E.
of
51
111.6
98.0
3.
Center
to
5o
110.9
97.4
4.
N.W.
to
50
109.3
96.0
5.
S.W.
"
51
111.2
"
97,6
Soil Description:
Brown Sand with
115.0 j I I I I 1
Traces of Clay
W
In Place Moisture:
5.9 Percent
I
G
114.0.—.;----.
Optimum Moisture:
H
( I I I
11.0 Percent
T
Max. pry Density:
P
113.0
113.9 P.C.F-
C
® Test Locations The
Density & Penetrometer
F
Readings Indicate the
112.0
Degree of Compaction Meets
Minimum Re r
I 1 I I
for Sta�indlN
R
I
••� ���
11.1.0
F2
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Building Department
.•-
! 1 t tonald G. Keller. P.E.: 37293 / SI Lie. No.: ABC / h iliR F. KP1lP.r. P.F.: RR36f3