HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
St Lucie County imQ
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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 March 12, 2018
PERMIT # 1712-0738
CONTRACTOR Wynne Development
JOB LOCATION 14364 Picea Court
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180854-1 d/SS/ct
RECEIVED
MAR 29 7010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51
1.14.1
115.0 99.2
2. N.E. of48
112.6
97.9
3. Center If50
113.8
99.0
4. S.E.47
111.2
96.7
5. S.W. 45
110.5
96.1
Soil Description:
Tan and Brown Sand
116.0
I I I I 1
with Clay W
I
I I I
In Place Moisture: E
I
I I I I I
8.3 Percent I
I
I
G
Optimum Moisture: H
115.0—..i.._..
I I I
i .._...
el-T
11.0 Percent T
I
I
I I I I
Max. Dry Density: P
I
I I I
I I I I I
115.0 P.C.F.
114.0._.i_..
.i—•--I._..i.. .. i .._...
@ Test Locations The
I I I I I
Density & Penetrometer F
I I I I
Readings Indicate the
113.0
— — — I — • • —1 . _ • • —1 • • _ ..1.. _ .. _
Degree of Compaction Meets
I
I I I I I
Minimum Required D
I
I I I I I
for §talky o"dM4tion. R
I
I I I I I
* 'I ii Lf ken to Natural Grade. Y
112.0 �-
— I— — ! — —I — — �- —••,
e
„ 0...
8
9 10 11 12 13 14
z •
N 0=
Moisture - % of Dry Weight
E.
i rTf�TE
'ne,{I•t ;@Iitlt cfs�t'Ilakes.com
,,,,Lcie County Building Department
r�'�'�r•�r�"��Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /
Julie E. Keller, P.E.: 68366
03/13/2018 15:15 772P0 0 "469 KSM ENGINEER,T"'r PAGE 02/04
IV OIL Ar
a%NJAvs
KELLER, SCHLEICHER & MacWILLIAM ENGINEERINGAND TESTING, INC.
MARTIN (772) 837-7755 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) 845-8676 E-Mail: KSMOKSMENGINEERING-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 : March 12, 2018 KSM JOB # : 1 B0854-1 d/SS/ct
PERMIT # 1712-•0738
CONTRACTOR Wynne Development AIAR 1
JOB LOCATION 14364 Picea Court 4 ?oie
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
" PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1, N.W. 0" -12"
51
114.1
115.0 99.2
2. N.E. it48
112.6
97,9
3. Center
50
113.8
99.0
4. S.E.!
47
111.2
96.7
5. S.W.
45
110.5
96.1
Soil Description:
Tan and Brown Sand
116.01
1 1 I 1 1
With Clay
W
I
I I I I I
in Place Moisture:
E
I
I I I I I
8.3 Percent
I
I
I I I I I
G
Optimum Moisture:
H
11.0 Percent
T
1
I I 1 I
Max. Dry Density:
P
I
I I I
115.0 P.C.F.
114.0 1 .._.�_.. — ._..�.. T.._...
Qa Test Locations The
C
I
I I I I I
Density & Penetrometer
F
I I I I
Readings Indicate the
113.0 � • •
— • . .-.._.I. .._l._..J.._..1.._...
Degree of Compaction Meets
Minimum Required
D
for Stj�gwiltFaugggtion.
R
1 I I I I
Odl ik n to Natural Grade.
Y
112.0
9 10 11 12 13 14
Maistura - % of D Wei � cOPY
Wei
A,PPROVAI
Z.PAR
Ju le e. er, P,E.
-04
County Building Department
��lanald G. Keller, P.E.: 372.93 / 81 Lic. No.: 860 . / Julie E. Keller, RE.: 68366
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 March 12, 2018 KSM JOB # : 180854-1 d/SS/ct
PERMIT # 1712-0738
CONTRACTOR Wynne Development
JOB LOCATION 14364 Picea Court FILE
COPY
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH ' * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51 114.1 115.0 a 99.2
2. N.E. " 48 112.6 to
97.9
3. Center It
50 113.8 to
99.0
4. S. E. 47 111.2 it96.7
5. S.W. 45 110.5 96.1
Soil Description:
Tan and Brown Sand 116.0 i 1 MAR 1612018 1 1
with Clay W I I I I I I
In Place Moisture: E I I I I I
8.3 Percent
Optimum Moisture: H
11.0 Percent T I I I I I I
I I I I
Max. Dry Density: p
115.0 P.C.F. 114.0
I I I I
@ Test Locations The
I I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 113.0 ——•I•—••—l._..J.._..1.._.._
Degree of Compaction Meets I I I I I I
Minimum Required D I I I I I I
forK�� ' Eialion. R I I I I I I
*.�e�1►� adra c,n to Natural Grade. Y 112.0
ci• 8 9 10 11 12 13 14
v
N % Moisture - % of Dry Weight
Keller . :
'sid T •' ���:
J -
• lakes.com
�xttt� cie County Building Department
,��'88111e•p+ol'Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366