HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT05/14/2018 12:54 7725896469 1 KSM ENGINEERING PAGE 01/01
KELLER, SCHLEICHER & MacWILL
MARTIN (772) 337-7755 RO. BOX 78-1377, S
PALM BEACH (561) 845.7445 www.kai
FAX (561) 845-8676 E-Mail: KSMOP
C.A.: 6693
1
!AM ENGINEERING AND TESTING, INC.
BASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
iengineering.net MELBOURNE (321) 768-8488
SMENGINEERING.NET S: LUCIE (772) 229-9093
FAX (772) 589-8469
SCANNED SO(L COt1 FACTION REPORT
(BY A STM D 15 '7 and ASTM D 2922
DATE TtSTED��`��'i�1��;��Q18
PERMIT # SLC1803-0395
CONTRACTOR OP Custom Pools
JOB LOCATION 2611 NW Hollyberry
Palm City; Florida
I T EM TESTED Pool Backfill
JOB # . 181131-1 pd/MH/aj
RECEIVED
MAY 1 4 7018
Permitting Departmen�
St. Lucie Count,.
TEST LOCATION DEPTH " PEN ORY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTQP VALUE COMPACTION
yvuq
2
V - I
1' - 2'
JJ
60
3
2' - 3'
61
4
3'-4'
S0
5 East
0' - 1'
35
6
1'-2'
40
7
2' - 3'
45
S
3' - 4'
51
9 North
0' - 1'
35
10
1' - 2'
40
11
2' - 3'
46
12
3 - 4'
S0
Soil Description:
Brown $iand with
Shell Fragtnehts
In Place Moisture:
9.3 Percent
Optimum Moisture:
12.0 Percent
1I
Max. DID Density:
108,0 P.C.F.
Test LSCatitWtheepensity
Penety, "60 �s s'Cr4fcate
the E eta
Mir�imzKif R�quired.
keen. Aeton 3 n I Nai rgil Grade.
A
u
'Ina A
a •y
103.0—10$:t�
95.4
"
95.0+
"
95.0+
"
95.0+
104.e 108.0
96.9
95,0+ -
"
95,0+
"
95.0+
106 1 108.0
97.3
95.0-r
"
95.0+
109•C t i I I i I
W
E I ! 1 I I 1
I
T
107.0 +-.._.�_.. ��..—f.—.. -.I.. ...I.._.._
j I I I 1
f"
I l .J106.0
I 1
Q
R
Y
9 10 11 12 13 14 15
IMOIatUM - % 4t Dry Weight
Fa
I
Ronald G. Keller, P.E.: 37293 / SI!Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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