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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-I%EW FNr�EEg ST. LUCIE (772) 229-9093
C.A.: 5693 SO L A(: I I IV F( FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
January 14, 2019
1811-0464
A & G Concrete Pools
17701 Wagon Wheel Lane
Ft. Pierce, Florida
JOB# : 183367-1pd/SS/ct
R�F�ep
SCANNED` JgN2
pe810
BY /' /ra 9 p '9St Lucie County <p%counnyent
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
East
01-11
38
105.3
108.1
97.4
2
1' - 2'
41
95.0+
3
2' - 3'
32
95.0+
4
3' - 4'
36
95.0+
5 South
U - 1'
34
104.2
108.1
96.4
6
1' - 2'
39
95.0+
7
2'- 3'
32
95.0+
8
3'- 4'
29
95.0+
9 North
0' -11
39
106.2
108.1
98.2
10
T - 2'
44
95.0+
11
2'- 3'
40
95.0+
12
T - 4'
35
95.0+
Soil Description:
Brown & Gray Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.4 Percent
Max. Dry Density:
108.1 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of.Compaction Meets
F IV
109.01 I I
I I I
W
I
E
I I
I I I
I_.._.J_.._.
!_.._.I_.._.
H
108.0 i ••—••. ,
T
I I
I I
P
I I
I I I
107.o 4—•.—.
C
j I I
I I I
F106.0
I I
I I
I I
I
I I I
D
I
I I I
R
I I I
I I I
Y
I I I
I I I
105.0
8 9 10
11 12 13 14
Moisture -
% of Dry Weight
16ie County Building Department
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366