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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 j RO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)569-0712
PALM BEACH (561)845-7445, www�ksm MELBOURNE(321)768-8488
engineering.net
FAX(561)845-8876 E-Mail: KSM@K engine NEERING.NET ST. LUCIE(772) 229-9093
C.A.: 5693 FAX(772)5 9-6 t 69
I
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 17, 2018 KSM JOB# : 180176-1 d/MH/cv
PERMIT# 1710-0118
CONTRACTOR Wynne Development
JOB LOCATION 32 Verde Vista
---Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
,I
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENTll
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
i
1. N.W. 0" - 12" 52 112.3 112.9 99.5
2. N.E. 51 111.4 98.7
3'. Center 50 110.6 98.0
4. S.W. '50 109.2 96.7
5'. S.E. 52 112.4 99.6
Soil Description: j
Brown Clayed Sand 114.0 I I I I I
W I I I I I I
In Place Moisture: E I I I I I I
10.0 Percent I 113.0 —
G 1 I �.._.. T.._.;. {
Optimum Moisture: I
H I I I I j
11.0 Percent T I I I I I I
112.0
Max. Dry Density: P I I I I I I
112.9 P.C.F.
@ Test Locations The
Density & Penetrometer F I I I I I
Readings Indicate the I I I
Degree of Compaction Meets 110.0 —
Minimum Required D I I I I I
for RW Dogndation. R I I I I I I
�`' Th. ��d',�ken to Natural Grade. Y 109.0
®� 8 9 10 11 12 13 1141.
Moisture-%of Dry Weight
APPR
f �1 E. Keller, P = OVEJ ,
a !`ilcie County Building Department
� �nlshlakes.com
�Js, °VNA�%%, nald G. Keller, P.E.: 37293/SI Lic. No.: 860 / .Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 I P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8',488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9693
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 17, 2018 KSM JOB# : 180176-1 d/MH/cv
PERMIT# 1710-0118
CONTRACTOR Wynne Development
JOB LOCATION 32 Verde Vista
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCE INT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I I
1. N.W. 0" - 12" 52 112.3 112.9 99.5
2. N.E. 51 111.4 98.7
3. Center If50 110.6 If
98.0
4. S.W. 50 109.2 96.7
5. S.E. 52 112.4 99.6
Soil Description:
Brown Clayed Sand 114.0 I I I I I
W I I I I I I
In Place Moisture: E I I I I I I
10.0 Percent 1 113.0 F — --r
H.Optimum Moisture:
11.0 Percent T
112.0 4—
Max. Dry Density: P
112.9 P.C.F. C 111.0Test Locations The
Density & Penetrometer
Readings Indicate the {IIIII
-•--
•
Degree of Compaction Meets 110.0 —
ir$I €gp)red D I I I I I
,r�('c-r*e tion. R I I I I I I
9��ZM#V 5 Y I.
• t' 9S n to Natural Grade. 109.0 —•I—• —• —• —I•—• -�• —• -I-• —•'
Re y t1 m d: 8 9 10 11 12 13 14
O. r
Moisture- % of Dry Weight
%�.5�. Lucie County Building Department
� t���@spanishlakes.com
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366