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KELLER, SCHLEICHER & MacWILLIAIVI 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 MELBOU,RNE (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 1667 and ASTM D 2922
DATE TESTED December 20, 2017 JOB # : 173844fipd/SH/ct
PERMIT # 1709-0204 PO ## : Phoenix' -Avalon
CONTRACTOR Crystal Pools J
d
JOB LOCATION 116 Ocean Estate Drive s
Ft. Pierce, Florida
z
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 South
0 - 1'
36 103.9
108.6
2
1'-2'
37
of
3
2'-3'
37
It
4
3'-4'
38
of
5 East
0' - 1'
35 103.7
108.6
6
1' - 2'
36
"
7
2'-3'
36
"
8
3' - 4'
37
if
9 North
0' - 1'
36 104.6
108.6
10
T-2'
36
if
11
2' - 3'
37
If
12
3'-4'
38
it
Soil Description:
Tanish Brown Sand
In Place Moisture:
9.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.6 P.C.F.
@ Test Locations -the Density &
Penetrometer Readings Indicate
the DV.Argp,Dof Compaction Meets
_19803jill"
to Natural Grade.
110.0
W I I I I I
E
109.0
G I I I 1 !
H
108.0
P
I I I I I
C 107.0 T.._..�
F'
I I I { I
R
R _
9 10 11 12 13
Su witted:
6
irr, P.,E.W
e
e
!t",'�t
�Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture
.0+
.0+
95.5
a5.0+
a5.0+
a5.0+
96.3
a5.0+
35.0+
,<W272017
St LU n91 De
cie Co n(-r�-gent
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/ Julie E. Keller, P.E.: 68366