HomeMy WebLinkAboutKSM REPORTFk7 CO PY
KELLER, 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.:1 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DI TE TESTED October 12, 2018 KSM JOB # : 183587-1 d/SS/ct
PERMIT # 1809-0308
CONTRACTOR Black. Street Enterprises, LLC cF
�F
JOB LOCATION 2208 Cortez Boulevard Orr I
Ft. PlerCe, Florida
per, ?0/B
fi/ /n
St U oopa
c
CoU
ITEM TESTED
Compacted Foundation Fill
�ent
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
11. S.W.
0" - 12" 34
104.5
109.4
95.5
2. N.W.
It39
107.2
of98.0
3. Center
go37
106.1
It97.0
4. N.E.
36
105.4
96.3
5. S.E.
36
105.7
96.6
SCANNED
Soil Description:
BY
Light Brown�Sand
with Clay
w
110.0 i
I I I
���UC18
I �NOUllty
In Place Moisture:
E
I
I I I
I I
10.6 Percent
I
G
I
I I
I
H 109.0 I—.�—..— I —�.— —I .—..1..—.._
Optimum Moisture: T I I I
12.0 Percent I I
P4
Max. DryDensity: 108.o-
109.4 P.C.F.
I
F
Test Locations The
I I
Density & Penetrometer 107.0 — -- — — — • — — — • — — -
Readings Indicate the D I I I I
Degree 'of Compaction Meets R I I I I I
Minimum Required for I I I I I
Unst ed iWoondation 106.0 4—
,4061�p KbaQl�r�s'fAjken to Natural Grade.
9 10 11 12 13 14 15
Moisture - % of Dry Weight
eS 1 0
' F • �'
s.•(iSar@blackstreetenterprises.com
'�¢44440i110! IllRonald G. Keller P.E.: 37293 / SI Lic. No.: 860 �.! / Julie E. Keller, P.E.: 68366
10/15/2018 15:05 7725EL96469
I �
KSM ENGINEERINr_ PAGE 01/02
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KELLER, 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.ksmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NE'i' ST, I_UCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
sTMCOMPACTION1 57 and
D ASTM D 922 FILE LuPy
DATE TESTED October 12, 2018 KSM JOB # : 183587-1d/SS/ct
PERMIT #
1809-0308 .
CONTRACTOR
Black Street Enterprises, LLC
REICENED
JOB LOCATION
2208 Cortez Boulevard
OCT 1.6 101�v8 a����
d
Pe
Ft. Pierce, Flodda
Skttiucie e unto ®U
my
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH * PEN DRY'
MAX. DRY PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE COMPACTION
1.
S.W.
D" -12" 34
104.5 109.4
95.5
2.
N.W.
4P39
107.2
98.0
3.
Center
37
106.1
97.0
4.
N.E.
36
105.4
96.3
5.
S. E.
36
105.7
96.5
Soil Description:
Light Brown Sand
with Clay ..
In Place Moisture:
10.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry -Density:
109.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
Unstaked Foundation
* P_ont`1MEM116t1splaken to Natural Grade.
W 110.0
E I
G
H 109.0
T I I I I I
I I I I
R I I I I I I
loa.o . �.��. _.I._.._I._..�.. .._.._
I I I I I I
F I I I I 1
p 107.0 �— I _.._.._.__.._.._.. I_.._.._.._.._
I I I
R I I I I I !
Y I I I I I
1oe.o .�.._.I_.._.I._.._I.._ ..-4.....,...
.�..
9 10 11 12 13 14 15
Moisture % of Dry Weight
ses. com
SPQR " ioS§1ald G. Keller, P.E.: 37293 / SI L.ic. No.: 860 / Julie E. Keller, P E.: 68366