HomeMy WebLinkAboutKSM REPORTup OIL 9
A%IJAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (661) 843-8876 E-Mail: KSM@KSMENGINEERING.NET SM LUCIE (772) 229-9093
CA: 5693 SOIL COMPACTION REPORT FAX (772) 589.6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
June 11, 2019
�1904035
A & G Pools
453 SE Naranja Avenue
Port St Lucie, Florida
ITEM TESTED : Pool
JOB# : 192294-1pd/SS/jt
PO # : 1903054-Coffey
SCANNED
BY
St. Lucie County
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
South
-
2
1' - 2'
47
95.0+
3
2' - 3'
41
95.0+
4
3' - 4'
39
95.0+
5
West
0' - 1'
45
107.2
108.9
98.4
6
1' - 2'
48
95.0+
7
2'-3-
46
95.0+
8
3' - 4'
42
95.0+
9
North
0' - 1'
41
105.3
108.9
96.7
10
1' - 2'
43
95.0+
11
2'- 3'
40
9&0+
12
3'- 4'
37
95.0+
Soil Description:
Brown and Tan Sand
110.0
W
I I I I I
In Place Moisture:
E
I
I I I I I
7.2 Percent
I
I
G
109.0 �..—.�_.._ �._.._�._.. �..—.. .._...
Optimum Moisture:
H
I I
12.0 Percent
T
Max. Dry Density:
P
106.0 1_.. a._.._t._..J.. ..1.._...
r
108.9 P.C.F.
/
C
I I I I I
@ T0-WitiGr�snl
Q &
F
I I I I I
Peengte
th"ree96L33 actioraM ets
107.0 ••_.j_.._�._.._�.._..y.._.. f.._...
MiWimum Required. Q:=
D
R
tfully Submi d: ;
Y
I I I I I I
sT106.0
�•'
I I I I I
AFL R •''
i���
9 10 11 12 13 14 15
`\
ll l
Moisture - % of Dry Weight
E-mail to: tmcghee@angpools.com; St Lucie County
Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.:
860 / Julie E. Keller, P.E.: 68366