HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 4-21-16- JM,IrwL
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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
April 15, 2016
16030345
Wynne Development Corp.
32 Monterey Way
Spanish Lakes 1
Port Saint Lucie, Florida
KSM JOB # : 160958-1 d/SA/pv
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 37 105.9 109.1 97.1
2 S.W. " 39 107.8 98.8
3. Center If
38 107.1 98.2
4 N.W. 38 106.8 97.9
5 N.E. 37 105.4 96.6
Soil Description:.
Brown Sand 110.0 I I I I I
W I I I I I I
In Place Moisture: E
I I I I I I I
10.6 Percent G I I I I I I
H
Optimum Moisture: T 109.0
12.0 Percent
P I I I I I I
I I I I
Max. Dry Density: C I
109.1 P.C.F. I I I I I
F 108.0—..�—..—..—.�—..—.�.— .—�.—..—
@ Test Locations The I I I I I
Density & Penetrometer I I I I I
Readings Indicate the D I I I I
Degree of Compaction Meets R I I I I I
Y
Minimum Required for 107.0 ------
Staked F9uPxll &v#,,9 10 11 12 13 14 15
* PeNatural Grade.
�• •... . Moi EGEIV El
R '• G.
APR - 1 2016
2
��,�F
t F o 0* BY: '
Fa �:: C' I ounty Building Department
Email't44 i%rCPP: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Mp CP19
41L_ 11JLYL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING,.INC.
MARTIN (772) 337-7755 I? 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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 15, 2016 KSM JOB # : 160958-1 d/SA/pv
PERMIT # ...16030345 .. .
CONTRACTOR Wynne Development Corp.
JOB LOCATION 32 Monterey Way
Spanish Lakes 1
Port Saint Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 37 105.9 109.1 97.1
2 S.W. 39 107.8 98.8
3. Center 38 107.1 98.2
4 N.W. 38 106.8 97.9
5 N.E. 37 105.4 96.6
Soil Description:
Brown Sand 110.0 I I I I 1
W I I I I I I
In Place Moisture: E
I I I I I I I
10.6 Percent G I I I I I I
H
Optimum Moisture: T 109.0 �— • — • I— _ I _ — I — _ I _
I I I I I I
12.0 Percent I I I I I I
P
Max. Dry Density:
I I I I
109.1 P.C.F. I I I I I I
F 108.0
@ Test Locations The I I I I I I
Density & Penetrometer I I I I I I
Readings Indicate the D I I I I
Degree of Compaction Meets R I I I I I
Y '
Minimum�5waWiP4for 107.0 — i_.._.I_.._.�_.._.j._..—�•—••
Stal�Qd oal;*!kI �•*,� 9 10 11 12 13 14 15
* r9o
�3 is'A. f4 Natural Grade.
1 'tib�ubmitf®a: '; Moisture - % of Dry Weight
f az�ltt�ie County Building Department
Small t0!1CP01!1ly@f 9RA1M`7M1%,0PTP: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366.
04/18/2016 14:52 7725896469-- KSM ENGINEERING PAGE 01/01
IV OIL It
A%AjAVi
KELLERI, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO, BOX 78-1-377 SEBASTIAN, .FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwaksmengineering.not MELBOURNE (321) 768-8486
FAX (561) 845-8876 E-Mail: K$MOKSMENGaINEERING.NET S7 LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 689-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED ; April 15, 2016
PERMIT # 16030345
CONTRACTOR : Wynne Development Corp.
JOB LOCATION 32 Monterey Way
Spanish Lakes 1
Port Saint Lucie, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 160958-1 dfSAfpv
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1
S E
0" - 12"
37
105.9
109.1 ---
- 97.1
2
S.W.
4139
107.8
1198.8
3.
Center
"
38
107.1
T198.2
4
N.W.
38
106.8
97.9
5
N.E.
37
105.4
96.6
Soil Description;
Brown Sand
In Place Moisture:
10.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density_
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum_Redt11W??feG:_
A&
•ok196
110.0 I I I I I
W I I I I I I
E
G I I I I I !
H I I I ! I
T 109.0
p I I I I I I
I I I I
C I I I I 1 l
F 10$.0—
I I I I I
1 I I I I I
D I I I I
R ! I I I !
Y 107.0
9 10 11 12 13 14 15
Grade. Moisture - % of Dry Weight
RECEIVED APR 18 2016
anc7�rkl "; wC1e County Building Department
Y
Email to: do Y � j AW@Sr,%%3137293 / SI l-1o. No,. 860 / Julie E. Keller, P.E.. 68366