HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTCP IL 2 �Y
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
PERMIT #
CONTRACTOR
June 13, 2018
1712-0009
Jason Albritton
KSM JOB # : 181939-1 d/MH/cv
RECEIVED
JOB LOCATION 5960 Clydesdale Lane JUN 1.9 7010
Port St. Lucie, Florida Permitting Department
St. Lucie
ITEM TESTED Compacted Foundation Fill for the Shed Pad
TEST LOCATION DEPTH * PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 51
111.4 113.7 98.0
2. Center 50
109.7 96.5
3. S.W. 50
110.3 97.0
Soil Description:
115.0
Brown Sand with W
Shell Fragments E
In Place Moisture: G
I I I I I
I
114.0 �— • — I _ _ I _ I — I — I —
5.0 Percent H
I I I I
T
I I I I I
Optimum Moisture:
113.0
11.0 Percent P
I I I
C
Max. Dry Density:
I I I I I I
112.0 -�— — I——I•—••�••—••-J-•• I—••—••
113.7 P.C.F. F
I I I I I
@ Test Locations The
R
I I I
111.0 — I — — I' — -1 — t — t- —
Density & Penetrometer
I I I I
Readings Indicate the Y
I
I I I I I
Degree of Compaction Meets
110.0
Minimum �Mtpirngl,,
8 9 10 11 12 13 14
for. StgA IlEpu"Ok
z
*
t�gflatural Grade.
Moisture - % of Dry Weight
•
R;spe�
B�tSTAT
.�
'••A lda ail.com
Fax County Building Department
`rasp%
,11 Ionald G. Keller, P' E.: 37293 / SI Lic. No.: 860 / Julie E. Keller; P.E.: 68366
06/14/2018 14:30 7725896417=� KSM ENGINEERING PAGE 01/01
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 3$7-7755 RO. BOX 78-1377, SE13ASTIAN, FL 32978-1377 (772) 5$g-0772
PALM SEACI•I (561) 845-7445 SEBASTIAN
FAX (561) 845-8876 www.ksmengineering.net MELBOURNE; (321) 76$-8488
C.A.: 5693 E-Mail: KSM@KSMENGINEI=RING.NET ST. LUCIE (772) 229..9093
SOIL, COMPACTION REPORT FAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR :
JOB LOCATION :
ITEM TESTED
TEST LOCATION
OF SAMPLE
•1 � i r
June 13, 2018
1712-0009
Jason Albritton
5960 Clydesdale Lane
Port St. Lucie, Florida
DEPTH
KSM JOB # : 181939-1d/MH/cv
RECEIVED
JUN 14 2010
Permitting Department
St. Lucie Countv
Foundation Fill for the Shed Pad
* PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
PERCENT
COMPACTION
. 1-4.v-. 0" - 12"
2. Center ��
51
111.4 � 113.7 98.0
3. S.W.
50
50
109.7 �� 96.5
110.3
! 7.0
Soil Description:
115.0
Brown Sand with
w
1 I I I I )
Shell Fragments
E
In Place Moisture:
Percent
I G
114.0—.•..--�. I . _.. —••
jI •5.0 ._..Li
HT
Optimum Moisture:
113,0
11,0 Percent
PeMax.
jjIj
....—�...
Dry Density:
P.C.F.
112.0 I
..113.7
F
@ Test Locations The
171,0 � —
Density & Penetrometer
I I — ' t
Readings Indicate the
I I I
Degree of Compaction Meets
I I I I I
11,0.0 •�.•_.;_..,;.�.._;
Minimum Wi
— •_;-.._..� .._.,
8 9 10 11 12
for St
. 13 14
R t • tfrlVatural Grade.
p
Moisture - o%o of Dry Weight
APPROVEP
T
gets r
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Fax Off �1R� +,��,p County Building
Department
11
it
Julie C. Kcllw, RE.: 68366
JUN-18-2018 16:14 From:
To:Page:1/1
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SiEBASTIAN (772) 5e9-0712
PALM BEACH (561) 845-7445 www.ksmongin000ng.nert MELBOURNE (321) 768-8488
FAX (561) 845.8876 E-Mail: KSMOKSMENGINEEnING.NE"r ST LUCIE (772) 229.9093
C.A.: 56s3 SOIL COMPACTION REPORT FAX (772) 689-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED : June 13, 2018
PERMIT # 1712.0009
KSM JOB # : 181939-1d/MHtcv
CONTRACTOR Jason Albritton RECEIVED
JOB LOCATION 5960 Clydesdale lane
Port St- Lucie, Florida JUN 18 2018
ST. Lucie County, Permitting
ITEM TESTED Comp acted Foundation Fill for the Shed Pad
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 51
111.4 113.7
96.0
2.
Center
$0
109.7 0196.5
3.
S.W.
50
110.3 it97.0
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
5.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.7 P.C.F.
@ Test Locations The
Density 8,. Penetrometer
Readings Indicate the
Degree of Compaction Meets
to Natural Grade.
Moisture - % of Dry Weight
7'Wr�q. r
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MNIW ��$!. Lucie County f3uilding Department
rlrit�
Ronald G. Kellar, PE.: 37293 / SI Lie, No.; 860 / Julie E. Kellar, PE.: 68M