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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmongineering.net MELBOURNE (321) 768-8488
FAX (561) 846-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE V72) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 30, 2019
Taylor Made Pools
7003 S. Indian River Drive
Fort Pierce, Florida
ITEM TESTED Pool Backfill
JOB # : 191694-1pd/MH/cv
SCANNED
BY
St. Lucie County
RE���ED
MAY 69 ?0/9
Perm1tt. 0 S(; Lucle cepa ty ent
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
N.E.
01-1.50
106.9
.4
96.8
2
1' - 2'
11
"
95.0+
3
2' - 3'
11
95.0+
4
T - 4'
"
95.0+,
5 S.E.
0' - 1'
50 107.3
110.4
97.2
6
1' - 2'
"
95.0+
7
2'-3-
"
95.0+
8
3'-4-
"
"
95.0+
9 S.W.
0' - 1'
50 108.6
110.4
98.4
10
1' - 2'
95.0+
11
2'- 3'
95.0+
12
3'- 4'
95.0+
Soil Description:
Orange and Tan Sand
In Place Moisture:
3.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.4 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
111.0
W I I I I I I
E I I I I I
I
G
H I I I I I
T I I I I I
I I I I I I
P
109.0-.._.1_.. .r_.._I._.._l.. ..�.._.._
c I I I I I I
I I I I
F I I I I I
I I I I I
D I I I I I I
R I I I I I I
y
107.0.._.1_.._.E_.._I._.._1.._..-4.._..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight