HomeMy WebLinkAboutKSM REPORTKE�, LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
TIN 772) 337-SEBASTIAN (772} 589-0712MA(7755 P.O.OBOX 78-1377, SEBASTIAN, FL 32978-1377
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAXIi561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.I 15693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
,TE TESTED :
MIT #
January 4, 2019
1809-0428
CONTRACTOR. JM Custom Pools
I
OB LOCATION 3058 NW Radcliffe Way
Palm City, Florida
TESTED : Pool Backfill
IITEST LOCATION
l OF SAMPLE
East
S.W.
0
1
2
;oil Description:
Irown Sand
i Place Moisture:
.0 Percent
)ptimum Moisture:
2.0 Percent
JOB # : 190066-1pd/MH/ct
C'2'CA[V
at LuciecountydD
a
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
O- 1
JO I OJ..7
I I V.O
.7U.0
1' - 2'
35
98.0+
2' - 3'
40
If98.0+
3' - 4'
45
it98.0+
0' - 1'
35 108.9
110.8
98.3
1' - 2'
40
98.0+
2' - 3'
50
98.0+
3' - 4'
50
98.0+
0' - 1'
40 106.7
110.8
96.3
1' - 2'
45
98.0+
2' - 3'
50
it98.0+
3' - 4'
50
it98.0+
lax. Dry Density:
10.8 P.C.F.
D, Test Locations the Density &
enetrometer: Readings Indicate
ie Degree of Compaction Meets
ligi wmiRegW ed.
A
112.0 n I I I I
W I I I I I
E I I I I I I
1 111.0 T-.._.: _..—.._.._.._.._.._:._.._
G I I I I
H I I
T D 110.0 ._....._ _.._�._.._
R I I I I I
P Y
1090 �.._.._ .— .
F
I I I I I
107.0 .j._..�.._.. j_.._..j_.._j._..�
9 10. 11 12 13 14 15
Moisture - % of Dry Weight
OVWbeflsouth. net
d Mai ,tZRtucie County Building Department
NI,,� %..
!�m!�p ,W?41"Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /- Julie E. Keller, P.E.: 68366