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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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 October 12, 2017 KSM JOB # : 173085-1 d/MH/cv
PERMIT # 1706-0386
CONTRACTOR Wynne Development
JOB LOCATION 6138 Spanish Lakes Boulevard
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 53 113.3 113.7 99.6
2. S. E. 50 110.1 1196.8
3. Center 50 108.1 If95.1
4. N.W. 50 109.6 to96.4
5. S.W. 50 109.8 96.6
Soil Description:
Brown Sand 115.0 1 I I I I 1
W
In Place Moisture: E I I I I
I I I I I I I
11.1 Percent G 114.0
Optimum Moisture: T I I I I I
11.0 Percent I I I I I I
P 113.0 _..j_..—.. —.i _..—•.—.._i._..—
Max. Dry Density:
113.7 P.C.F. C
112.0
@ Test Locations The F I I I I I I
Density & Penetrometer I I I I
Readings Indicate the 111.0
Degree of Compaction Meets R I I I I I
Minimum Required Y I I I I I I
for WI Foundation. I_ . _ , I _ •I r _ , . _ I I _ _ . _
110.0 �—.._..� -r
6,Wi Taken to Natural Grade. g 9 10�EC& VET 1OCT 13 14
itt4'd: 8 2017
Moisture - % of Dry Weight
. 6 .
• No - - Al le
TE esi
%St. Lucie County Building Department
y�spanishlakes.com
Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366
10%13/2017 14:28 7725896e�PKSM ENGINEERING
PAGE 02/02
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO, BOX 78-1377 SEBASTIAN FL 32978-1377 SEI3ASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www,ksmen9ineering.net MELBOURNE (321) 768-8468
FAX (561) 845-8876 E-Mail: KSMPKSMENGINEERING.NET S7 LUCIE (772) 229-9093
C.A.; 5&93 FAX (772) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
October 12, 2017
1706-0386
Wynne Development
.JOB LOCATION ; 6138 Spanish Lakes Boulevard
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED - Compacted Foundation Fill
KSM JOB # : 173085-1d/MH/ev
TEST LOCATION
DEPTH w PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 53
113.3
113.7
99.6
2.
S. E.
50
110.1
1196.8
3.
Center
" . 50
108.1
95.1
4.
N.W.
50
109.6
96.4
5.
S.W.
50
109.8
"
96.6
Soil Description:
Brown Sand
In Place Moisture;
11.1 Percent
Optimum Moisture;
11.0 Percent
Max. Dry Density:
113.7 P.C.F,
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
nor �itxk Foundation.
rAs Taken to Natural Grade.
w
115.0 1
W
E I
I
G 114.0 L
H '
T
P 113.0
C
112.0 .._ — — . - —• — —
j I 1 I
p 111.0
R I I I IT I 1
y I I I ! I I
11010
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Iti. 4
4 ��
Wit. Lucie County Building Department
1spanishlakes.ccm
Ronald G. Keller. R.E.; 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.L.; 68366