HomeMy WebLinkAboutKSM REPORT 12-14-1812 u117/2018 13:12 7725896469
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QAVL
ELLER, SCHLEICHER & MaCWILLIAM ENGINEEP
�'JLA f TES G.
294RTIN (772) 337-7755 PO. BOX 78-1377rSEBASTIAN FL 32 2LM 8RACH (561)845-7445 wwwkSMen ineerin net
MELBOURNE (321) 768-8488
X (561) 845-8876 E-Mail: KSMO)KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5605 FAX (772) 589-0469
SO L COMPACTION REPORT
AST W D 1567 and ASTM D 2922
DATF TESTED December 13, 018 JOB # : 184301-1pd/MH/ct
KSM ENGINEERING
PERMIT # 1809-0100 PO # ; Holmes-9434
CONTRACTOR Louden Pools
JOB LOCATION : 2707 Bent Pine Drive
Lot 95, Monte Carlo Country Club.
Ft. pierce, Florida
ITEM TESTED Pooh Backffl I ®EC
TEST LOCATION DEPTH * PEN DRY MAX_ DRY sM%l � RC>`NT
OF SAMPLE 14EAD DENSITY PROCTOR VALUE `tI CTION
1 South 0 -
2 1' - 2'
40
-
95.0+
3 2'-3'
45
95.0+
4 3' - 4'
50
95.0+
5 N.E. 01.11
0
106.8 110.6
96.6
6 1' - 2'
45
95.0+
7 2' - 3'
50
If
95.0+
8 3' - 4'
S0
IN95.0+
9 N.W. 0' - 1'
35
105.4 110.6
95.3
10 1'-2'
0
95.0+
11 2' - 3'
0
95.0+
12 3'- 4'
S0
'.
95.0+
Soil Description:
Brown & Gray Sand
112.0 I I I 1
I
W
In Place Moisture:
!I
I
6.0 Percent
G
111.0
I ! I
I
Optimum Moisture:
12.0 Percent
H
T
I I I 1 I
110.0 �. _..+..-..
I
P
I I I I
I
Max. Dry Density:
110.6P.C.F.
C
109.0 •j—.._.j.— .--j..—...�.._.J_.. _.._
ru7a Test Locations the Density &
F
I I I I
I
Penetrometer Readings Indicate
the Degree of Compaction Meets
a
I
Minir��Ir 1RegwjWd.
R
I I I I
I
�r�1 Natural Grad6.
Y
107.0 �— — I — ^I••_..�-..---.I—...�j._..�
_Aiftj�4,ento
f� fI11 ed
B 10 11 12 13
14 is
Moisture - % of Dry Weight
4
1
(�{Vlaif•t' �LcI� you {� Buildi
3i293
g, Department
V of Lir.,. No.: 86a / Julie E. Keller, P.E.: 68366