HomeMy WebLinkAboutKSM REPORTAl AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
RALMIBEACH (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 November 26, 2018 KSM JOB # : 184043-1 d/SS/cv
PERMIT # 1811-0091 R
CONTRACTOR Wynne Development
�c�l`Fo
JOB LOCATION 9 Octavio A al
Spanish Lakes Country Club Village c�ec,oa
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
1. S.W.
2. N.W.
3. Center
4. N.E.
5. S.E.
Soil Description:
Brown and Tan Sand
with Clay
In Palace Moisture:
7.2 Percent
Optimum Moisture:
11.6 Percent
* PEN
DRY
MAX. DRY
PERCENT
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
0" - 12" 50+
109.8
111.7
98.35
"
106.7
it4n.
5 �9
"
108.4�,�0�
22
�®
109.1
971C,
"
110.2
98.70
Max. Dry Density:
111.7 P.C.F.
I
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
i,�.t � fuired
. _ i.- -
'Ile,
ition.
liken to Natural Grade
113.0 I I I I I
W
E
I
G 112.0
H
T j All
IIP111.0_..I�I IF ID IRI
109.0
8 9 10 11 12 13 14
Moisture - IN, of Dry Weight
Aent��
go-
.
` Lucie County Building Department
6wynnebc.com
�tttttll�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/27/2018 16:52 772589646911 _ KSM ENGINEERPAGE 03/05
Walks
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERI AND TESTING, INC.
MARTIN (772) 337�-7755 P.O. BOX 78-1377 SEBASTIAN FL 3297 AST . (7 5 12
PALM BEACH (561) 845-7445 www�ksmengincerirtg.net M S NE ( 21) - 4
FAX (561) 845-987G E-Mail KSM(?PCSMENGINEERINfa.NE . Ll� -90
C.A.: 5693 T (
FAX (772) 589-64
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED November 26, 2018 KSM JOB # : 184043-1 d/SS/cv
PERMIT # 1811-0091
CONTRACTOR Wynne Development N
JOB LOCATION 9 Octavio
Spanish Lakes Country Club Village
Fort fierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *
PEN
DRY MAX, DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
�1. S.W. 0" - 12"
50+
109.8 111.7
98.3
2. N.W.
106.7 1495.5
3. Center
108.4
97.0
4. N.E.
109.1
97.7
. S.E. ��
110.2
98.7
yoil Description:
rown and Tan Sand
11 ith Clay
I� Place Moisture;
113.0 I I I I
I
7.2 Percent
w
I I I I
I
Optimum Moisture;
G
112.0
—
1I 1.0 Percent
Max. Dry Density-
T
-t11.7 P.C.F.
P
l
Test Locations The
C
D, nsity & Penetrometer
Readings Indicate the
F
Degree of Compaction Meets
mu fired
,� ��•�� tion.
"'
•'``�?� •cert to Natural Grade,
D
R
-
I I I I
�� AP ectf S' n11
I
I
8 10 11 12
13 14
Moisture - % of Dry Weight
tes' ent •� y
ucie County Building
Itt�ll wynnebc.com
Department