HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTCOY
St Lucie Count,
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
June 11, 2018
1801-0333
Wynne Development
6765 Secoya
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 181906-1 d/MH/jt
RECEIVED
JUN 1. 9 mo
Permitting Department
St. Lurie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 51
111.2 113.3
98.1
2. N.W.
50
110.3 it97.4
3. Center
50
109.2 it96.4
4. S.E.
50
108.4 If95.7
5. N.E.
50
110.3 of97.4
Soil Description:
Brown Clayed Sand
with Shell Fragments
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate then Meets
De goe`b
1 Yee. I
111�i�11 a • �6atio'� 'A
Pei. �Oe.a V
ak'en tdNatural Grade.
t l �� •
R - lyTIC
114.0 I
W
E
G 113.0
H
T
P 112.0 1-- — I— —I.—.. �..—..�..
C
F I I I I I I
111.0 i..—.I—..—�.—..�..—.. r..—..I—..—.
D
R I I I I I I
Y 110.0 —r �
I— I.—. I — I
r— . r. y— —7
8 9 10 11 12 13 14
Moisture - % of Dry Weight
St. Lucie County Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
06/12/2018 11:25 772589646,,n--, KSM ENGINEERING PAGE 02/02
it li7 ��
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) 229-9003
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : June 11, 2018
�- PERMIT # ; 1801-0333
CONTRACTOR Wynne Development
JOB LOCATION :
6765 Secoya
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 18190G-1 d/MHljt
RECEIVED
JUN 12 7018
Permitting Department
St. Lucie County
ITEM TESTED •
Compacted Foundation Fill
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
[DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S. W.
0" - 12"
51
111.2
113.3
98.1
2.
N.W.
"
50
110.3
! "
97A
3.
Center
%
109.2
"
96.4
4.
S.E.
50
108.4
95.7
5.
N.E.
"
50
110.3
97.4
Soil Description:
Brown Clayed Sand
114.0
I I I I
with Shell Fragments
W
In Place Moisture:
P
I I I I
7.9 Percent
I
G
113.0.L.._.�_.._�.
.._.�_.._.
Optimum Moisture:
HI-
11.0 Percent
T
Max. Dry Density:
113.3P.C.F.
F
112.0 t..—•I—
_4.-..,..�...j.... j_.._.
@ Test Locations The
C
Density & Penetrometer
F
I I I I 1
Readings. Indicate the
111.0
•_.j_.._�._....._.. r.._..�_.._.
Degree_W%ii' et19p+Meets
Mini*
D
to .4 -14.
R
I
I I I I 1
�
* f ell le5,dings T eft'to *tural Grade.
Y
110.0 -�—
— • — —t • — • -+ • — r — �— —
g�t J�} ed::
8
9 10 11 12 13 14
Moisture - °k of Dry Weight
Pex.j1iW'i1W!lis.el�ie County Building Department
Email to: ZIMMspanishlakes•com
Ronald G. Keller, P.E.: 37293 / 81 Lic. No.: 860 1 Julle E. Keller, P.E.: 68366