HomeMy WebLinkAboutKSM REPORTSY
tV C 1 f
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
j SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
'I
PERMIT #
I
CONTRACTOR
I
JOB LOCATION
I
TESTED •
April 8, 2019
1811-0285
KSM JOB # : 191377-1d/CH/ct
RECEIVED
Jeffery J. Pauley Construction 5101%
APR 1
1651 NW Sweet Bay Circle De artment
Palm City Florida Permitting P
St. Luce County
Compacted Foundation Fill for the Addition Slab
SCANNED
BY
St Lucie CouIn*
TEST LOCATION DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12"
36
107.3 110.5 97.1
2. Center
35
109.1 98.7
3. N.E.
I
31
106.5 96.4
I
Soil Description:
Light Brown Sand
112.0 1 I I I I I
W
In Place Moisture:
E
I I I I I
8.9 lPercent '
I
I I I I I
H111.0
T�.._.i_.._.I_.._i._.._I.._.. �.._.._
Optimum Moisture:
T
I I I
12.0 Percent.
I I I
p
110.0
Maz. Dry Density:
I I I I
110!5 P.C.F.
F
I I I
109.0
I I I
@ Test Locations The
I
Density & Penetrometer
I I I I I
Readings Indicate the
108.0 — �— — •I. _ .. _ I . — .. J.. _ .. _ .. _
Degree of Compaction Meets
R
I I I I I
Minknurjj'jj RfflIred
Y
I I I F
for�kl FUtfC�frtipn
107.0
°N'� u� �.P:•AY'° °'+®sue
t
9 10 11 12 13 14 15
Moisture - % of Dry Weight
0
ti D . E
A
t!
rAil.com
t� Lucie County Building
Department
I
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04%09/2019 15:58 7725F494o9 KSM ENGINEERI"'' PAGE 01/01
- all - 6 S
ZFO11
&%Dim
KELLER, SCHLEICHER•& MaCWILLIAM ENGINEERING AND TESTING, . INC.
MAWIN (772) 337-7755 ROB BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (7.72) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 8-Mall: KSM@KSMENGINEERINGMET ST. LUCIE (772) 229-9093
C:A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557'and ASTM D 2922
DATE TESTED April 8, 2019 KSM JOB # : 191377-1d/CH/ct
!PERMIT*. : 1811-0285
iCONTRACTOR JefferyJ. Pauley Construction ECMED
JOB LOCATION 1651 NW Sweet Bay Circle Of Lucie -Oumy APR '09 Y019
Palm City, Florida
Permj6.in
St- Lucie �o�tment
untv
ITEM TESTED Compacted Foundation Fill for the Addition Stab _
_
TEST LOCATION DEPTH PEN
DRY MAX, DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" -12" 36
107.3 110.5 97.1
2. Center 35
109.1 98.7
3. N.E. n 31
i
106.5 95.4
Soil Description:
Light Brown Sand
112.0 I I I
W
I I
In Place.Moi�ture: E
I I I I I I
8.9 Percent G
i H
Optimum Moisture: T
I I I I
12.0 Percent.
I I
P
110.0 .._.I.._ .._I. I.._..
�ax. Dry Density:
i.._.._
j
1!10,5 P,C,F, C
Test Locations The
I
Density & Penetrometer
Readings Indicate the a
I I I I
.
1o8.0 ••_.1_.._,t_.,r-�._..J.._.. .,_
Degree of Compaction Meets R
Y
I I I I I I
Minimum Required
for Stgjwd fmnoption
107.0 •�-- — J--- .. I• . — I . — .. —j• • — ...� .. _ .. ,
*'�.
9 10 11� 12 13 14 15
M1 ♦ • ♦�
Moisture- % of Dry Weight
b f
tN
,
M ell .
a
I T OF :A.
,com
tl•t ' `Lucie County Building Department
FIQnald G. Keller, RE,: 37293 /$I Lic.
No.: 660 1 Julie E. Keller, RE. 68306