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TESTLNG PROGILIM
LIBORATORY
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CONSTRUCTION CF i i
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2 9 S10- I SP -' SAND with Gravel: gray to black. wet,
dense, fine-grained with trace
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ld
10
medium
fines, subrounded (gavel angular to
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subangularT).
(POS-GLACL.,L FLOODPLAIN
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DEPOSIT)
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25 -•
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18
15
S1a5
1
13 i
Boring completed to a depth of 26.5 feet
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6.5
BGS. Groundwater was encountetcd
during dnlbng at a depth of 11.0 feet BGS.
Hole was backfiiled with bentonite chips,
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and sealed at the surface with cement.
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• SA.MPLER 8 5� (SD a1
SP 'Spoon 1
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Shelb?
Sample Tebe Grab
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�� Recovery
TYPE [
••H,.-%LMER WE1G1[T p 1
140 lbs
(30" Dr )
Fn''s Superstore #30
FIGURE
Renton, Washington
K"
A 4 Ib
KLEINFELDER
GEOTECH.ti SCAT. A.'�D ENvutOtvME.YTAL EVGINEERS
gORI�i G LOG
SOUS A.W MATERIALS TEST[�G
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