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V'5',
Test ocation
II III1I
no-WEP.
Stopped by site as requested to check compaction of backfill on side sewer.
Contractor backfilling with native soil in 2' lifts to 1'<S.G. Capping with V to
crushed rock. Each lift compacted using a hoe pac. Contractor adding water while
compacting.
Soil Consultants/ Geotechs/ Compaction resting (206) 949-4938
Moisture Density Relationship Curve
Date:
Job
JObifi
Curve*.,
Test By:
Descnpbon Mate6af Pt
Wet Density
0
0
ILL
WOW
LU
a.
0
z
0
0
(n
z
LU
>-
c�
low=
5 c>
a jo.&) �t�o lZo )3�o 14ko L570 1(P,c,3 .C) -7. 0 'C, 0-9
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
,65
Weight oil -Wet
__._............. ...
'Volume Cylinder
Ory Density LBICII F'1
0
f f f l
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