3571_001.pdfU 0 2-.0 I'l j a 3.3
Sky Valley Testing, LLC
P.O. Box 835
Monroe, WA 98272___
Date:
jobT:
08/17/18
1845
Day of Week:
Time On Site:
Friday
2.0
Job Name & Location:
Michel Residence
Weather:
Drive Time:
Mostly Sunny
1.0
Mileage:
Total Hours:
7237 Soundview Lane, Edmonds WA
28
3.0
1 Observation CategorY::�
Contractor:
Forman.
I
.
Michel Const
Rob
Test Point
Number
Test Location
Garage
Fill
Depth (ft]
Elevation
Feet
Moisture
Content (%)
Dry Density
(Pcf)
Max. Dry
Density (pcf)
Compaction
Percentage
1
Mid SE Corner
S G
96
116
1233
94%
2
Mid South Side
S G
88
115
1233
93%
3
Mid SW Corner
S G
85
114
1233
92%
NOTES:
Contractor backfilling and compacting inside garage with tile on site medium coarse
silty sand soils. Fill has been brought to sub grade on south half of garage. The oil
site soils being compacted with a hoe pac. Understand pea gravel is going to be
placed on north side of garage. Found backfill compacted to at least 92%.
Geotech in Field
Jerry Boyd
kv Vallev Testina. LLC Soil Consultants/ Geotechs/ Compaction Testing (206) 949-4938
Moisture Density Relationship Curve
Job: VAN&� e , Jr Aj e C.- Date: k3- )7 P — ) 115>
Job #: Curve #: Test By
Description Material:
15 5 -7
MOM====
Weight Soil -Dry -Tare
Weight of Moisture
Weight Soil Dry
MaximumDensitv
0
C)
OptimumMoisture
LL
��MMZWFA
co
HE
W
MMMF'"==MmamMM
IL
Q
110
z
0
Inkm
z
w
)Ito
EMOmmom
EMS=
1)5
I i �.-" 1 1!5-1 J, ! -""� F. -� I c
MOISTURE CONTENT - PERCENT OF DRY WEIGHT
I
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