HomeMy WebLinkAboutKSM REPORT - 2-7-19Ir OIL Ar
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 82978-1377 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 February 7, 2019 KSM JOB # : 190568-1 d/SS/aj
PERMIT # SLC-1810-0635 RECEIVED
CONTRACTOR Philipe Chibas FEB 12 7019
JOB LOCATION 6106 Silver Oak Drive Permitting Department
Fort Pierce, Florida St. Lucie County �'
CANNED
�Y
ITEM TESTED Detached Garage St Lucie County
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 46
111.8 112.9
99.0
1N.E.
45
110.2
97.6
3.
Center'
48
112.7
99.8
4.
S.E.
45
111.4
98.7
5.
S.W.
42
109.6
97.1
Soil Description:
Brown Sand
114.0
W I I I I I
In Place Moisture:
E
8.0 Percent
I I I I I I
G 113.0-.. _ ..� _ ..i .. _ ..I .. _ ..� .. _ ...
Optimum Moisture:
H I
T j I I I I I
11.0 Percent
112.0 I— — L.._ _..L.._ L.._..L.._...
P j I I I I
Max. Dry Density:
I I I I I
11219 P.C.F.
I
C
111.0—.._..�. _..�.._..� .._..�... �.._...
@ Test Locations The
F
I I I
Density & Penetrometer
11o.o j
Readings Indicate the
I
Degree of p&ffi L 164 yleets
D
R j I I I I I
Minims, lX)i ,Q�'�,
Unst�lc '•
Y 1 I I I
109.0 j —.._..�.._..�.._..r .._..�.._..�.._..,
�,Q�
8 9 10 11 12 13 14
N .683 6
Re ecfi ully b tte _
Moisture - % of Dry Weight
r4fii S3'.
�eside
'p I I Ithili���@yahoo.com
Fax land Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
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IV OIL t
A%1jiva
KELLER, SCHLEICHER & MacWILLIAM 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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56;1) 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
February 7, 2019
KSM JOB # : 190568-1 d/SS/aj
PERMIT #
SLC-1810-0635
aEc>rtvso
CONTRACTOR
Philipe Chibas
�019
JOB LOCATION
6106 Silver Oak Drive
EEB'
Fort Pierce, Florida
��n9 pepa�R,ent
GOuntY
rer Sr Wye
ITEM TESTED Detached Garaqe
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 46
111.8
112.9
99.0
2.N.
E.
45
110.2
97.6
3.
Center
48
112.7
99.8
4.
S.E.
45
111.4
If98.7
5.
S.W.
42
109.6
If97.1
Soill Description:
Brown Sand
In Place Moisture:
8.0 lPercent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
112!.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings �MiAgtQ e
Degr � ��r�1� tl*Meets
Mi U*6 �cg f&d. for
U� dXung@tiorf•,
v os
F wMy��u e
W114.0- I I I I I
E I I I I I
I I I I I I
G 113.0 .-.. _ ..� _ ........ _ .. _ ........
.. _ ...
H I
T I I I I I
112.0.._..L.._ _..L.._ L.._..L.._...
P I I I I
C 111.0—.._..�. _..�.._..�.._..�. �.._...
F I I I I I
I I I I
110.0 i _..�.._..�.._..�.._..�.._. _...
D I I I I I
R
Y 109.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
"l l l 4�% `
,philechibas@yahoo.com
Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366