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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 July 3, 2017
DATE TESTED June 23, 2017 KSM JOB# : 171976-1 d/MH/ct
PERMIT# 1704-0167
CONTRACTOR South Florida Aluminum Products
JOB-L-OCATION---:---- 7-800-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. S.W. 0" - 12" 50 102.6 107.3 95.6
2. N.E. 50 106.0 98.8
Soil Description: 108.0
Brown Sand I I I ! l I
W j
In Place Moisture: I
8.2 Percent G 107.0 1— —
1 I I I I
Optimum Moisture: T I I I I I
12.2 Percent P
106.0 L.._.._
Max. Dry Density: C
1.07.3 P.C.F.
F
@ Test Locations The 1 I I I
Density & Penetrometer 105,0 --'I—
Readings Indicate the R I 1 1 1 I 1
Degree�Rf,R?mpaction Meets y104.0
I I 1 ! I
`y * a f akrg to Natural Grade. 9 10 11 12 13 14 15
• sctf �tbrtijttet� Moisture-% of Dry Weight
:7/
% •...,..I.e9.•Q dFP;E*b cie County Building Department
RECEIVED U 05. 2017
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R `bIcs @ s o€l a l u m.c o m
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Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEI.CHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 PO. BOA{ 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 July 3, 2017
DATE TESTED June 23, 2017 KSM JOB## : 171977-1 d/MH/ct
PERMIT# 1704-0166
CONTRACTOR South Florida Aluminum Products_
-- —JOB-LOEA-TION -: 7904-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. N.W. 0" - 12" 50 104.4 107.3 97.3
2. S.E. 50 104.3 97.2
Soil Description: 108.0 -
Brown Sand I
In Place Moisture: I ! I I f f I
9.2 Percent G 107.0 L.._..�.._..j_. �_.._ _.�_.._.
H I I t I t I
Optimum Moisture: T
12.2 Percent p
106.0 1�.._..
. Max. Dry Density: C
107.3 P.C.F. ! I I I
F + I I I I I
@ Test Locations The 0 �-- — — —
Density& Penetrometer 105.
Readings Indicate the R ( I I I I
Degree of Compaction Meets y I I t I I
J,1Qow I I�tbfg4ired I I I I t
294 Lion 104.0 _.;—.._.,f
Inscen to Natural Grade. 9 10 11 12 13 44 15
specl ubmitt&d Moisture-IN,of Dry Weight
/3 6
83
?� � RECEIVED JUI° 05 20
Lucie County Building Department �,
�i, ►+ A sebks@soflalum.com
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 I Julie E. Keller, P.E.: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 June 23, 2017 KSM JOB# : 171976-1d/MH/ct
PERMIT# 1704-0167
1704-0068
CONTRACTOR South Florida Aluminum Products
JOB LOCATION 7800 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. S.W. 0"- 12" 50 102.6 107.3 95.6
2. N.E. If50 106.0 98.8
Soil Description:
Brown Sand
108.0 - I I I I I
In Place.Moisture: W
I I I I I I
8.2 Percent E I I I I I
Optimum Moisture: I—'
12.2 Percent T I I I I I
j
I I I I
--Max._DT_y_DensJtT__
—
107.3 P.C.F. 106.0 L-••_..�.. j_. _.�_.._.j_. I_..-.
C I I I I I
@ Test Locations The j I I I I
Density & Penetrometer F I I I I
Readings Indicate the 105.0 —
Degree of Compaction Meets D
Minimum F,%quired R I I I I I
for Sty? F n Y
• � I
eb to Natural Grade. 104.0
y y p 9 10 11 12 13 14 15
q • : �iJ1
n
Moisture-%of Dry Weight
e EB O.,r.Q.p °
�� MaII Lo' Sto t c1b County Building Department . RECEIVED JU�13 0 2017
- Ob��soflalum.com
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Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366
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