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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
E_Mai�LKSMC�KSM �r�NFFq�N�N
ST. LUCIE (772)
C.A.: 5693845-8876
$D �Q}(��%� �j(�j"��p j�
589-9093
6469
FAX (772) 589-6469
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ASTM D 1557 and ASTM D 2922
DATE TESTED
April 18, 2019 JOB # :
182731-1pd/SS/jt
PERMIT #
1811-0581 PO # :
1712274-Mahfood
SCANNED
CONTRACTOR
I
A & G Concrete Pools
BY
JOB LOCATION
7832 Saddlebrook Drive
St Lucie County
Port St Lucie, Florida
ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH * PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
East
- 1 46 107.2 108.0
99.3
2
1' - 2' 46
95.0+
3
2' - 3' 44
95.0+
4
3' - 4' 40
95.0+
5 North 1
0' - 1' 43 105.1 108.0
97.3
6
1' - 2' 48
95.0+
7
2' - 3' 42
95.0+
8
V - 4' 37 "
95.0+
9 West
0' - 1' 41 105.6 108.0
97.8
10
1' - 2' 42
95.0+
11
2' - 3' 38
95.0+
12
3' - 4' 36
95.0+
Soil Description:
109.01 I I I
t 1
Brown Sand with
W I
Trace of'Clay
E I I I
I I I
I I
I I
In Place Moisture:
8.5 Percent
H 108.0 � • • _ . •_ .. _ •_ ..
I
. _ .. _ .
I I
T I I
Optimums Moisture:
I I I
I I
12.0 Percent
P I I I I
I
1
107.0 r I —._I—
1 I-
Max. DryiDensity:
108.0 P.C.F.
I I I
I I
F I I I
I I
@ Test Locations the Density &-
Pene Cd�S
��t! qs
106.0
Indicate D I I I
I I
the �ee t'tDn Meets R I I I I
�'•,
I I
`�6d'•
Y I I I I
I I
of
=
No.68366
1 9 10 11 12 13 14 15
Rejpectful, =.Sub ftte.:
Qc .`�4T6/�0 Moisture - % of Dry Weight
�(ONA1 •-
malA`e?e@angpools.com
Fa and Mail to: St. Lucie County Building Department
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366