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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 I MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 mr0 FAX (772) 589-6469
BY �.� LUC,®��j� SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 15, 2018
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
1712-0716
Wynne Development
3 Violetta Lane
Riverfront
Port St. Lucie, Florida
Foundation Fill
KSM JOB # : 180929-1 d/MH/cv
MAR 21 2018
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 51
111.8 114.3
97.8
2.
N.E.
1154
114.3 It100.0
3.
Center
if53
113.2 of99.0
4.
S.W.
50
109.6
95.9
5.
S. E.
50
110.9
97.0
Soil Description:
Brown Clayed Sand
In Place Moisture:
3.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum�R�yc�Ni1ed
for,SIN d F�lalindboon.
to Natural Grade.
115.0
W I
E I
G 114.0 — �—
H j
T I
I j
I
P 113.0 � ••_.i—••
C i
F -
112.0 — •——•I._.._l._..J.._..1.._.._
I I I I I I
D I I I I I I
R I I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
E
>ie County Building Department
hlakes.com
�!flllltt���-
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
('S
IVA
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 March 15, 2018 KSM JOB # : 180929-1 d/MH/cv
PERMIT # 1712-0716
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 3 Violetta Lane
Riverfront MAR 2 9 7018
Port St. Lucie, Florida Permitting Departmem
ITEM TESTED Compacted Foundation Fill St. Lucie County
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51 111.8 114.3 97.8
2. N.E. 1154 114.3 11100.0
3. Center if53 113.2 If99.0
4. S.W. It50 109.6 of95.9
5. S. E. 50 110.9 97.0
Soil Description:
Brown Clayed Sand 115.0 i I I I I 1
W I I I I I I
In Place Moisture: E I I I I I
3.4 Percent I I I I I I I
Optimum Moisture: H 114.0 T— • • — • �— • — •� — • —I I I
11.0 Percent T I 1 I I I
I I I I I
Max. Dry Density: P
114.3 P.C.F.
C
@ Test Locations The
I I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 112.0
Degree of Compaction Meets I I I I I
Minimum Required D I I I I I
fo NaV0. ation. R I I I I I
lAw i3 en to Natural Grade. Y 111.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
eler
to :'�
'Lticie County Building Department
fit/
'fib anishlakes.com
fit/11 f l If! 1 %0� N,Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366