HomeMy WebLinkAboutKSM REPORTSFILE COPY
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX( 61) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 693 FAX (772) 589-6469
SOIL COMPACTION REPORT SCByNEp
ASTM D 1557 and ASTM D 2922 stzUC%
—DATE TESTED
PERMIT #
January 14, 2019
1811-0504
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KSM JOB # : 190171 %/SS/cv
CONTRACTOR Wynne Development
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JOB LOCATION 13966 Geranio Court
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Spanish Lakes Fairways
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Fort Pierce, Florida
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ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1. S.W. 0" -12"
50+
110.4
113.0
97.7
2. N.W. „
109.2
96.6
3.1 Center
111.5
98.7
4. N.E. "
"
110.1
97.4
5. S.E.
108.7
96.2
Soil Description:
Brown and Tan Sand
0
114.I
I I I
I
I
with Clay
W
i
I I I
I
I
In Place Moisture:
E
81 Percent
G
113.0—••—•I_„_I._.
—,.I
..—•I—
—.
Optimum Moisture:
H
I
I I I
I
I
11.0 Percent
T
I I
I
I
Max. Dry Density:
P
i
112.0
t
I —• —I•—••••—
a
I_..—.
113.0 P.C.F.
I I I
I
C
I
@ Test Locations The
Density & Penetrometer
F
j
I I I
I
I
Readings Indicate the
—"I —"—
Degree of Compaction Meets
M inirr�yWIIjtAyl�i'red
R
qx4 IEedn.
Y
I I I
I
I
, -04 u1I 'stib 'i
110.0
8
9 10 11
12
13 14
Nc
Moisture - % of Dry Weight
County Building Department
fill I I W" Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/16/2019 11:52 7725896,469
KSM ENGINEERING PAGE 01/01
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�LE COPY
KELLER, SCHLEICHIER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN B ACC 561) 855 PO BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 8876 845-7445 www-k-,mengineering.net MELBOURNE (321) 768.8486
FAX (589 P45-8876 E-Miil: KSWIKSMENGiNEERING.NET ST. LUCIE (772 929-9093
C.Fl.: 5693 )
FAX (T!2) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
$OIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
January 14, 2019
1811-0504
Wynne Development
13966 Geranio Court
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 190171-1d/�/cv
{iECEI
JAN 1.61019
�CANNE0
`St�UBy
permitting oe a tme^i
St. Lucie nb
C/? COUntY
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50+ 110.4 113.0
97.7
2.
N.W.
109.2
9.
3.
Center
111.5
98.7
4.
N.E.
IT
110.1 IT
97.4
5.
S.E.
11 108.7 IT96.2
Soil Description:
,Brown and Tan Sand
with Clay
In Place Moisture:
8.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114,0 I I I I I
W
G 113.0 L.._.� _.._�. .. _..—.._.
H I I I I I I
T
P I I I I
112.01—.._.I )._.. .._..4— ..j_.._.
j I I I I
F I I I 1 I
111.0 .. _'I— _j._.. 1,._.. T.._..j_.._.
D I I I I I I
R
8 9 10 11 12 -13 14
Moisture - % of Dry Weight
g Department
rtonalo G. Keller. RE.: 37293 / SI Lie, No.: 860 / Julio E. Koller, P.E.: 66,166