HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, 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
September 14, 2017
1706-0397
Wynne Development
44 Lagos Del Norte
Spanish Lakes Country Club
Fort Pierce, Florida
KSM JOB # : 172825-1 d/MH/cv
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" 50
104.2 106.4
97.9
2.
S.W.
50
103.8
97.6
3.
Center
50
105.5
99.2
4.
N.E. _
50
104.4
98.1
5.
N.W.
50
103.3
97.1
Soil Description:
Brown Sand
In Place Moisture:
10.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
foF` j&1l46ti 6i9)4ndation.
%W* rRe ��l�� aken to Natural Grade d00
107.0 1 I I I I
W
E l I I I I I
I I I I I I
GI—
H 106.0 .—.._. , .._..
T I I I I I I
I I I I
P I I I I I I
105.0 ..._..j_.. j__ .._.:j_.._..j_ ._..j_.._..
C
F I I I I I I
I I I I
104.0 !—..�.._..�.._..�.._..i —..F —..
D
R
Y I I I I I I
103.0—..—..�-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
:Julie .� eller/P.
�tp!' Oucie County Building Department RECEIVED SER 1
i, ' o.• nishlakes.com
ONA�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
09/15/2017 13:12 7725896469 KSM ENGINEERING,.-- PAGE. 01/01
UPCIL1
0iYi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 307-7765 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: KSMO KSM�NGI NEER[ NG.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 September 14, 2017 KSM JOB # : 172825-1d1MH1cv
PERMIT # 1706-0397
CONTRACTOR : Wynne Development
JOB LOCATION 44 Lagos Del Norte
Spanish Lakes Country Club
Fort Pierce, 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" 50
104.2 106.4
97.9
2.
S.W.
50
103.8 IV97.6
3.
Center
50
105.5
99.2
4.
N.E.
" 50
104.4 "
98.1
5,
N.W.
50
103.3
97.1
Soil Description:
Brown Sand
In Place Moisture:
10.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.4 P.C.F,
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinUMun ReQuired
No.
7 to Natural Grade,
J.
► . _
P E, y
107.0 1 I I I I I
W
E
H 106.0 �— —.. —•_—..
T I I I I I I
j I I I
P I I I I I I
105.0
C
F C I I I I I
R
103.0-
9 10 11 12 13 14 15
t%Lucie County Building Department
%AOanishlakes.cam
�r'rttlt��
Moisture - % .of Dry Weight
RECEIVED SEP 15.2917
Ronald G. Keller,, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E,: 68366