HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT01/30/2018 15:49 7725896469 KSM ENGINEERING PAGE 04/04
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FELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SESASTIAN (772) 589-0712
PALM B1=ACH (561) 845-7446 ' MEL13OURNE
FAX (561) 845-8876 www•ksmengineering,ne�t (sal) 768-8�488
C.A.: 5693 E-Mail., KSMPKSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
January 29, 2018
PERMIT # :
1712-0151
CONTRACTOR
Wynne Development
JOB LOCATION
107 Calle De Lagos
Spanish takes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB * : 180298-1 d1SS/cv
TEST LOCATION
DEPTH If PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ,
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 47
109.7
111.1
98.7
2.
S.E.
44
107.6
If96,8
3.
Center
46
108.5
97.7
4.
S.W.
41
105.8
it
95,2
5.
N.W.
43
106.9
It96.2
Soil Description:
Brown and Tan
Sand with Clay
In Place Moisture:
11.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111,1 P.C.F.
JAN302018
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
ffgr06WEP Rowdation.
ken to Natural Grade.
No. 3
e er, Pe WIN
:P Ilf'I� CIF
� �Lu
112.0 1 1 1 1 1 1
W l I I I I I
E
I
H I I
T I I l I ( 1
1 I I i
P
.1 1 TI • 1 I
C I I I I I 1
F ► i i i i
D 1 l I I I I
R I I I I I I
108.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
kes.com
Ronald G. Krller, RE.: 372;)3 I SI I.,ir„ No.: 860
MARTIAL FileAPPROVAL
I Julie E. KQIIEr, RE.: 68366
A% NJ.M
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 58970712
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 January 29, 2018
PERMIT # 1712-0151
CONTRACTOR Wynne Development
JOB LOCATION 107 Calle De Lagos
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180298-1 d/SS/cv
RECEIVED
FEB 77 2018
ST. Lucie county, Permitting
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 47
109.7
111.1 98.7
2. S. E. 44
107.6
if96.8
3. Center 46
108.5
V197.7
4. S.W. 41
105.8
If95.2
5. N.W. 43
106.9
96.2
Soil Description:
Brown and Tan
112.0
I I I I 1
Sand with Clay W
I
( I I I I
In Place Moisture: E
I
I I I I I
11.5 Percent
111.0
,. �.._..y.._.._
Optimum Moisture: H
11.0 Percent T
IIjI
Max. Dry Density: p
111.1 P.C.F.
110.0
_\-jj—
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the
109.0
Degree of Compaction Meets
I I I I I
violl �q���ed D
I
I I I f I
fWion. R
I I I I I
rk en to Natural Grade. Y
108.0
es u d:
8
9 10 11 12 13 14
.
0.68
' �•
Moisture - % of Dry Weight
v `
rfi
�R�Q�
E
•. ���
`. Lucie County Building Department
!9
�ii4ifa l spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
TOP OIL 9
LJ W
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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 29, 2018
1712-0151
Wynne Development
107 Calle De Lagos
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180298-1 d/SS/cv
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 47 109.7 111.1 98.7
2. S.E. 44 107.6 1196.8
3. Center 46 108.5 97.7
4. S.W. 41 105.8 95.2
5. N.W. 43 106.9 96.2
Soil Description:
Brown and Tan 112.0 i I I I I 1
Sand with Clay W I I I I I I
In Place Moisture: E I I I I I I
11.5 Percent
Optimum Moisture: G 111.0
H
11.0 Percent T I I I I I I
I I I I
Max. Dry Density: P
111.1 P.C.F.
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 109.0 .....it .... _.._
Degree of Compaction Meets I I I I I
Minimum Required D I I I I I
� Q��lFipy�pdation. R I I I I I
aken to Natural Grade. Y 108.0
ed: 8 9 10 11 12 13 14
: No. 3
Moisture - % of Dry Weight
�
u e er, P;
P OF ,
ucie County Building Department
cr. anishiakes.com
Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366