HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT02/16/2018 16:07 7725896469
KSM ENGINEERING
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LAAM,L
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN ACC- 337-7845 P! Q. BOX 78•-1377, SEBASTIAN, FL $2g78_ 1 �� SEBASTIAN 72) 689-0712
PALM Cit`ACW (561) 845.7445 (7
FAX (861) 845-8876 wwwAsmengineering.net MELBOURNE (321) 768-8488
C.A._ 6693 E-Mail; KSM®KSMENC,INEERING.NrrT ST. LUCIE (772) 2251-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED ; February 15, 2018 KSM JOB # : 180540-1d/SS/cv
PERMIT # 1712-0436
CONTRACTOR : Brett Webster Tractor Inc.
JOB LOCATION ; 5714 Silver Oak Drive
Fort Pierce, Florida FEB 16 2010
ITEM TESTED
Cam acted Foundation Fill for the Detached Garage
TEST LOCATION
OF SAMPLE
DEPTH " PEN
. 'DRY
MAX. DRY
PER
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
2.
N.W.
N.E.
0" - 12" 47
��
110.6
114.4
96.7
3.
Center
45
109.2
��
95.598.3
4.
S.E.
48
112.4
it
5.
S.W.
44
"
108.7
is95.
45
109.9
96.1
Soil Description:
Brown Sand with Clay
In Place Moisture:
7.6 Percent W I !
I ! I I I
E
i I
Optimum Moisture:
11.0Percent G 114.a .._.]_.-,..1-
H I 1 I I
1
Max. Dry Density: T I I I I
114.4 P.C.F. P
@ Test Locations The G f I I
Density & Penetrometer F
Readings Indicate the 112.0
Degree of Compaction Meets
Minimum !Ruired for I I l I I
Unw IF(t~at n R
�ia.� e ' •. �1�1 to Natural Grade. Y 111.0 - • • �— — i — • • -- i — --�.. _ .. —i — -,
ed` 8 ` 9 10 11 12 13 14
r
Aip Z Moisture, 0/0 of Dry Weight
MIND
. MIND
fier@yahoo.com
FaAl.. Lucie County Building Department
Ronald O. Keller, PE.: 37293 / SI Lic. No.; 860 / Julie END Keller, P.E.; 6836G
I _
LJAW
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.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 15, 2018 KSM JOB # : 180540-1 d/SS/cv
PERMIT # 1712-0436
CONTRACTOR Brett Webster Tractor Inc.
JOB LOCATION : 5714 Silver Oak Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Detached Garage
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 47
110.6 114.4 96.7
2. N.E. if 45
109.2 9195.5
3. Center. 48
112.4 98.3
4. S. E. ' 44
108.7 95.0
5. S.W. 45
109.9 96.1
Soil Description:
Brown Sand with Clay
In Place Moisture:
115.0 I I I I I
7.6 Percent
W
I I I I I I
E
I I I I I
Optimum Moisture:
p
I
G
I
114.0 _—..—.1_.._.l
11.0 Percent
H
I I I I I
T
I I I I I
Max. Dry Density:
I I I I I I
114.4 P.C.F.
P
113.0
@ Test Locations The
C
I I I I I
I I I I I
Density & Penetrometer
F
Readings Indicate the
112.0 T—
Degree of Compaction Meets
j
Minimum Required for
D
� r��tion
`'ryoh%'e-f en to Natural Grade.
R
111.0
• •
g g 10 11 12 13 14
dop
• ;
Moisture - % of Dry Weight
M • �
J
P.,I 1-t
', ••
� ��er@yahoo.com
7,40% Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 / Julie E. Keller, P.E.: 68366