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_KELLER, S-CHLEICHER &-MacW-ILLIAM-EN-G-IN-EERING AN-D—T-E-S-T-IN-G,-1-NC-
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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 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 24, 2019 JOB # : 191623-1pd/MH/jt
1901-0614 PO # : 1811272-Alberg
A & G Concrete Pools, Inc. SCANNED RECEIVED
3906 Duneside Drive BY 1w 0 9101
Port St. Lucie, Florida St. Lucie County
permitting DePaKment
St. Lucle County
ITEM TESTED . Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
N.W.
0 - V
40
107.6
110.6
97.3
2
1' - 2'
45
95.0+
3
2'- 3'
50
95.0+
4
3'-4-
50
95.0+
5
S.W.
0' - 1'
45
108.2
110.6
97.8
6
1'- 2'
50
95.0+
7
2' - 3'
50
95.0+
8
3'- 4'
50
95.0+
9
N.E.
0' - 1'
40
108.5
110.6
98.1
10
1' - 2'
45
95.0+
11
2'-3-
50
95.0+
12
3'- 4'
50
95.0+
Soil Description
Tan/Brown Sand 112.0 1 1 1 1 1 1
with Shell W
In Place Moisture: E
3.8 Percent G 111.0 i..—.I—..—�.—..—� .—..-T..—..�..—..
Optimum Moisture: H j I I I I
12.0 Percent T j110.0
I I I I I
p I I I I I —••
Max. Dry Density:
110.6 P.C.F. C I I I I I
109.0 ..—.j— .—i.—..—j..—..i.. .. i ..—..
@ Test jQwtiom9J4V' Density & F
PenetY Se*r•i tj9)ndicate I I I I I
11 A• %Meets 108.0L..— —" —�.—.. �..—.. �.._..l ..—..
hllin Pniim'Required. •'•• D j
No.6836 y
u u 1070
. .,—..—,.—.. �..—..T..—.. r..—..,
.A •• 9 10 11 12 13 14 15
J _ ••• •;`� �.` Moisture - % of Dry Weight
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366