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KELLER, SCHLEICHER &. MacWILLLIIAM EN INEF&ED IWGYINC.
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
January 24, 2019
KSM JOB #
: 190359-1 d/MH/cv
PERMIT #
1812-0336
RECEVCD
CONTRACTOR
Wynne Development
SCANNED
FEB 111�19
JOB LOCATION
25 Maya Way
BY
Spanish Lakes 1
Per
St. Lucie County
ittingC pecp81nh?nl
St.ITEM
Port St. Lucie, Florida
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
108.6 112.7
96.4
2. N.W.
50
109.3
97.0
3. Center
50
110.6
98.1
4. S.E.
50
108.4
96.2
5. N.E.
50
107.9
95.7
Soil Description:
Brown Sand
114.0 I I I I I
I
W
In Place Moisture:
8.9 Percent
I
113.0 ••—'••—••'
Optimum Moisture:
H
I I I I
I
11.0 Percent
T
112.0 ..I.........
Max. Dry Density:
P
I I I I I
I
112.7 P.C.F.
C
111.0......... ........
@ Test Locations The
I I I I I I
I
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
110.0 j— • • —I — I —I — I — I. —
I I I I I
I —
I
Minimum Required
D
I
I I I I I
I
fo`\�tdIt UP gPation
y
I I I I I I
I
i�
109.0
t'fE
l id:
8 9 10 11 12 13
14 15
n.
Moisture - % of Dry Weight
— Iy _
—t(
.resTE
--tucie County Building
Department
1
;vrvn— ,
m l t %� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/01/12019 15:56 77258964F9 KSM ENGINEERING PAGE 01/02
Rf7jYi -
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 3$7-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 846-7446 www.ksmangineering.net MEL13OUFINE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM(gKSMENGINEERING.NU 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
January 24, 2019
1812-0336
Wynne Development
25 Maya Way
Spanish Lakes 1
Port St. Lucie, Florida
)acted Foundation
KSM JOB # : 190359-1d/MH/cv
•y r.
10 'All
FEB -1 200
Permitting Department
St. Lucie Countv, FL
TEST LOCATION DEPTH PEN ' DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0"-12" 50
108.6 112.7
96.4
2.
N.W.
50
109.3 j97.0
3.
Center
50
110.6
98.1
4.
S.E.
" 50
108.4
96.2
5.
N.E.
50
107.9
95.7
Soil Description:
Brown Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
114.0 i
W
E
1 113.0
G I I I I
H I
T
112.0
P i
F I I I I I I I
110.0 L.._�._..� .._�._..� .._�._.. .._.
D ( I I I I I I
R
Y
B 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Building Department
Ronald G. Keller. P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 66366