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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAS nAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX V72) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED July 12, 2019 JOB # : 190116-1pd/SS/ct
119ER10 VW y PO # : Gambina-1812293
CONTRACTOR A & G Pools
JOB LOCATION 8359 Calumet Court . 6��19 °`'
1� SCANNED
Port St Lucie, Florida �J� °eGo BY
`'10;
Q 011 St. Lucie County
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
2
T - 2'
42
95.0+
3
2' - 3'
40
95.0+
4
3' - 4'
31
95.0+
5 N.W.
U - 1'
39 108.4
110.9
97.7
6
1' - 2'
45
95.0+
7
2' - 3'
45
95.0+
8
3'-4-
38
"
95.0+
9 East '
0' - 1'
40 107.7
110.9
97.1
10
1' - 2'
44
95.0+
11
2' - 3'
38
95.0+
12
3'- 4'
30
95.0+
Soil Description:
Brown & Gray Sand
with Clay
In Place Moisture:
10.6 Percent
Optimum Moisture:
12.0 Percent
Max. DryDensity:
110.9 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degrae,0.0ompaction Meets
112.0 I I I I I
W
E I I I I I
G111.0 i ••—•'
H_
T I I I I I
110.0 ••_.j_.._ _.._i._.. •.._.. i .._...
P I
C
109.0
—••—•I 1 I I �� I ••—���
F 1
j I I I I
D 108.0 L.._.!_.._!._.._!._..!.._.. .._...
R I I I I I I
y
107.0 .._.�_.._ �._.._�._.. �.._.. .._..,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
$L_-4'�Y FA ald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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