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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 ' ' MELBOURNE (321) 768-8488
FAX 561 845-8876 www•@KSMENGIN ERR
( } E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : June 10, 2019 JOB # : 183050-1pd/SSfjt
PERMIT #9Q.3 SCANNED
CONTRACTOR JM Custom Pools BY
JOB LOCATION 8020 Plantation Lakes Drive St. Lucie County
Port St. Lucie, Florida
ITEM TESTED •
Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
West
01-11
30
105.2
109.4
96.2
2
1' - 2'
37
95.0+
3
2' - 3'
39
95.0+
4
3'- 4'
34
95.0+
5 South
0' - 1'
33
106.0
109.4
96.9•
6
1' - 2'
41
95.0+
7
2' - 3'
37
95.0+
8
3'-4-
28
95.0+
9 East
0' - 1'
36
107.8
109.4
98.5
10
1' - 2'
31
95.0+
11
2' - 3'
32
95.0+
12
3'-4-
30
95.0+
Soil Description
Tan Sand with Clay 110.01.
W I I I I I
In Place Moisture: E I I I I I
12.7 Percent I I
G I I I I I
109.0 r.._.._.._., .._.._.. ...—.._.._.._
Optimum Moisture: H I I I I
12.0 Percent T I I I I I
I I I I I I
Max. Dry Density: P I
109.4P.C.F. 108.0 ••_.1_.. J._.._I._..J.._. 1.._.._
I I I I
@ a Density & F I I I I I
P@?l�� •. i Indicate I I I I
��t�omnMeets 107.0 .._.)_.._.(—.._I._.._I..__. i.._.._
BiEm)mugb1W491ted.;':. D I I I I I I
R I I I I I I
ectfully Submitter _ y106.0
I I I I I I
p:
9 10 11 12 13 14 15
�(iJ{f3 1 JqI Moisture - %of Dry Weight
and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366