HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT02/23/2018 15:10 7725896469 KSM ENGINEERING PAGE 02/02
TeaILX
KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 p Q, BOX 78-1377, SERASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwW.ksmangineering.net MELBQURN5 (321) 768-8488
9093
FAX (561) 845-88'76 E-Mail: KSM@KSMENGINEERING.NET ST. LU (772) 9-
C.A.: 5693 FAAXX (T72) 559-6469
469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 22, 2018 KSM JOB # : 180634-1 d/SS/cv
PERMIT #
CONTRACTOR
JOB LOCATION '
ITEM
1712•-0406
: Matthew Baker
6603 Lakeland Boulevard
Fort Pierce, Florida
acted Foundation Fill for the Detached Gara,
C�C�r
FEB 2 3 pp1g�l�
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" -12" 48
108.6
112.0
97.0
2,
S. E.
51
109.2
1197.5
3,
Center
46
107.1
95.6
4.
S.W.
44
106.8
95.4
5.
N.W.
50
108.9
"
97.2
Soil Description:
Brown and Tan Sand with Clay
In Place Moisture:
7.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.0 R.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fors, tt ft ltFpundation
,^�'�'aken to Natural Grade-
o
:Juli
*att.net
ucie County Building Department
,Ronald G. Keller, i? E.: 372,99 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, RE.: 6836E
0
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 22, 2018 KSM JOB # : 180634-1 d/SS/cv
PERMIT # 1712-0406
CONTRACTOR Matthew Baker
JOB LOCATION 6603 Lakeland Boulevard
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.E. 0" - 12"
48
108.6 112.0
97.0
2. S.E.
51
109.2
97.5
3. Center
46
107.1
95.6
4. S.W. If44
106.8
95.4
5. N.W. If50
108.9
97.2
Soil Description:
113.0 I I I I
I
Brown and Tan Sand with Clay
W
I I I I I
I
E
In Place Moisture:
I
G
I I I I I
112.0 — • I_ _ I _ _ _I _
I
I _ _
7.3 Percent
H
I I I I I
I
Optimum Moisture:
T
I I I I I
I
11.0 Percent
P
I I I
I
Max. Dry Density:
111.0
112.0 P.C.F.
I I I I I
I
F
I I I I I
I
@ Test Locations The
I I I I
110.0 — •I
Density & Penetrometer
I I f
Readings Indicate the
D
I I I I I
I
Degree of Compaction Meets
R
I I I I I
I
Minimum Required
109.0 �— — I—.._.�_•._ I•_.. —I.—.. �..—..�
for`Fpundation 8 9 10 11 12 13 14
s,Jaken to Natural Grade.
awl _ d: Moisture - % of Dry Weight
O.
�. . Juli
*� iC att. net
lit " ' Lucie County Building Department
'�ONAI� �.�
fllll 111110% Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366