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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 June 23, 2017 KSM JOB# : 171974-1d/MH/ct
PERMIT# 1704-0114
CONTRACTOR South Florida Aluminum Products RECEIVED,
JOB LOCATION 7920 McClintock Way JUL
Savannah Club 3 2017
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. Center 0" - 12" 50 105.7 107.3 98.5
Soil Description:
Brown Sand
108.0 - I I I I I
In Place Moisture: w '
I I I I I
8.3 Percent E I I I I I
l I I I I
L.._..• .
Optimum Moisture: G 107.0
H
12.2 Percent T I I I I I
I I I I
Max. Dry Density: P I I I I I
107.3 P.C.F. 106.0
C _..�.. �_.._.�_.._.�_.. �_.._.
@ Test Locations The F I I I I I
Density & Penetrometer I I I I
Readings Indicate the 105.0 1- —
Degree of Compaction Meets D I I I I I
Minimum Required R I I I I I
for StMedlft 3pation YV;
I jr2
ei fiea i c o en to Natural Grade. 104.0Q9 1013 1 15
ry
:° • agcfffltru S:• cie County Building Department
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n'f14fi961& 6 MAonald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
A%CO.Ly.
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 June 23, 2017 KSM JOB # : 171974-1d/MH/ct
PERMIT# 1704-0114
CONTRACTOR South Florida Aluminum Products
JOB LOCATION 7920 McClintock Way
Savannah Club
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. Center 0" - 12" 50 105.7 107.3 98.5
Soil Description:
Brown Sand
108.0 - I I I I I
I i i i i i
In Place Moisture: w •
8.3 Percent E I I I I I
I I I I I
0 .L••-••' .
Optimum Moisture: G 107. '-
12.2 Percent T I I I I I
-- ---Max-Dry-Density ----- - -P
106.0 L.._..• .
107.3 P.C.F. C i I- I_.._.t_.._.I_.. I_.._.
i I I I I
@ Test Locations The F I I I I I
Density & Penetrometer I I I I
Readings Indicate the 105.0 -
Degree of Compaction Meets D I I I I I
Minimum Reggi[gdf R I I I I I
for St�lsed (arig lA¢f�:,A Y I I I I I I
•'
Rapalfp °. T� ,! �. ��Vatural Grade. 104.0
•_ 0 9 10 11 12 13 14 15
e J Moisture-%of Dry Weight
F
W �
G/ • 9
Fopq d>�I1l it , : t;�Lounty Building Department RECEIVED
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Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366