HomeMy WebLinkAboutKSM SOIL COMPACTIONREPORT 7-14-17r.
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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 7, 2017 KSM JOB # : 172106-1 d/MH/cc
PERMIT # 1705-0638
CONTRACTOR Wynne Development
JOB LOCATION 44 Golf Drive JUL4 2017
Spanish Lakes 1
Port St. Lucie, Florida BY.
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
DEPTH * PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1.
N.E.
0" - 12" 50
107.2 110.3
97.2
2.
S.E.
50
108.2 1098.1
3.
Center
51
107.4 if97.4
4.
N.W.
50
106.3
96.4
5.
S.W.
50
.107.1
97.1
Soil Description:
Brown Sand
In Place Moisture:
10.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minim Wo Ret}uyr1d
i
e��rAmVIE r� .>ItAko Natural Grade
111.0 I I I I I
W
E I I I I I I
I I I I I I
H �
110.0 —..�— .—..�—..—..—..�_..—..
T I I I I
P I I I I I I
109.0 �..—..�.. �.._..�.._..j_.. I_..---
C I I I I I I
j I I I
F I I I I I I
108.0—..�.._..�.._..� _..� —..� _..
D I I I I I I
R I I I I I I
Y107.0 .r...—..r-..—..r- .._..r- ..—..I—.._..,
8 9 10 11 12 13 14
r- No. 6 36
i�a Moisture - % of Dry Weight
Ef r .• •�
d.N.Cte County Building Department
i?Ishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366