HomeMy WebLinkAboutKSM REPORT04/18/2019 14:54 772589646t' KSM ENGINEERING PAGE 01/01
1`t�z' OtSa�
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH e45 7445 www.ksmengineeting.net MELBOURNE (321) 768.8488
FAX {561) 845.8876 8876 E-Mail: KSMOKSMENGINEERING.NET STL_U _. CIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 17, 2019
JOB # :
191524-1pd/SH/ct
PERMIT #
19020528
PO # :
Ozer SCANNED
BY
CONTRACTOR
Alexander Custom Pools
St. Lucie County
JOB LOCATION
3022 NW Radcliffe Way
aCcsveo
Palm City, Florida
APR 1.g 1919
ITEM TESTED
Pool Hackfill
Permin9 Cent
Coul
TEST LOCATION
DEPTH PEN DRY
MAX.DRY
PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
North
2
T - 2' 38
95-0+
3
2'- & 40
95.0+
4
3' - 4' 40
95.0+
5 West
0' -1' 36 105.8
109.3
96.8
6
1' - 2' 38
95.0+
7
2'- 3' 39
95.0+
8
3' - 4' 39
95.0+
9 South
0' - 1' 37 106.2
109.3
97.2
10
T - 2' 37
95,0+
11
2'-3- 39
95.0+
12
3' - 4' 40
95.0+
Soil Description:
Light Brown Sand
with Shell
In Place Moisture:
8.3 Percent
Optimum Moisture:
12,0 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Deg[WAtDQmpaction Meets
110.0 �
W i
E ;
G 109.17-----I—
H I i
T I I
P 108.0 .._.'.�
C
F 1
107.0 --
0
R
I I I
I I I
I I I
i
I I
I I
I
I I
I I
13 14 11
Moisture - % of Dry Weight
(stompools@hotmail.co'm; Port St Lucie Building Department /
G. Keller, PE.: 37293I SI Llc. No.: 860 1 Julie E. Keller, P.E.: 68366