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KELLER, SCHLEICHER & MacWILLIAM 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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1667 and ASTM D 2922
DATE TESTED
January 14, 2019
JOB # : 190185-1 pd/SS/ct
PERMIT#
t-1LE COPY
Horizon Pools Inc.
E®
SCANNEDSouthern
JOB LOCATION
2300 Grand Oak Avenue
FRECEZCONTRACTOR
Oak Estates BYFt.
St Lucie County
Pierce, Florida
tment
ITEM TESTED
Pool Backfill
y, FL
TEST LOCATION
DEPTH PEN DRY MAX.
DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
North
0 -
3 109.7
112.3
97.7
2
1' - 2'
45
95.0+
3
2'- 3'
39
95.0+
4
3' - 4'
40
95.0+
5 West
0' - 1'
40 107.2
112.3
95.5
6
1' - 2'
43
95.0+
7
2'-3-
40
95.0+
8
3'- 4'
36
95.0+
9 S.E.
0' - 1'
47 110.4
112.3
98.3
10
T - 2'
44
95.0+
11
2'-3-
41
95.0+
12
3' - 4'
36
95.0+
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
7.1 Percent..•
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.3 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
113.0
W
I I I I I
E
I
I I I I
I
G
I
112.0
H
T
I I I I I
P
111.0—.._.)
.._.l_.._I._.._I.. ..J.._.._
c
I I I I
F
I
I I I I I
I I I I I
D
I I I I I
R
I
Y
I I I I I
• �
109.0—.._.,_.._.P_.._�._.._�.._..�.._..�
I. I I I I
8
91 10 11 12 13 14
Moisture - % of Dry Weight
SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366