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TESTING PROGRAM
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U.S.C.S.
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LABORATORY FIELDS
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SOIL DESCRIPTION
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CONSTRUCTION
Oz
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1
halt
y 4 wn, moist, dense, i
fine- to coarse -grained with occasional
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cobbles, rounded to subrounded.
(FILL)
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Silty SAD'Sandy SILT with Gravet: gray .Y
= p
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to gray -brown, moist, medium dense,
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fine-grained-
Z
(FILL)
y
1
1111
5
6
SS-1
-grades to mottled gray, grey -brown and
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dive gray with trace fine-grained gravel.
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zs
10
3
SS-2-2
FI'
=
PEAdark
T: brown, moist, medium stiff,
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Y
6
_ interbedded with dark brown organic silt.
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SP'
(POST -GLACIAL IOODPLAIN
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DEPOSFi
ers report groun 'alei- encountered
during drilling.
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SAND: gray, wet, medium dense,
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fire -grained with trace fine-grained gravel,
i subrounded.
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O
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(POST -GLACIAL FLOODPLAIN
Z
I
DEPOSIT)
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SpI
Gravel lw SAND -- gray to-bl-CIE: wet,
(o
;`), medium dense, coarse -grained with
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15
9
S5-3
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fine-grained gravel, rounded to subangular.
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3
(POST-GLACLAL FLOODPLALN
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SP i
DEPOSM
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A. : gray, wet, loose,tine-granted withi
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traces of peat and roots, rounded to
subrounded.
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(POST -GLACIAL FLOODPLAIN
= -
DEPOSIT)
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DATE DRILLED: 1-3"l SURFACE ELE%ATION (feet):
LOGGED BY: F. Reim,, TOTAL DEPTH (feet;: 613
RENTEWED BY: Gar. Beckham DIAMETER OF BORING (ia):
I" KLEINFELDER
GE.OTECHNICAL AND ExvntONME`VTAL ENGLI%EER--
SOILS AND MATERIALS TESTING
DRILLING METHOD: HSAIRolary s
DRILLER: Greg— Dr9K g <
CASING SIZE: Nome
Fry's Superstore #30 FIGURE
Renton, Washington
-1 -6a
BORING LOG -
iLG PAGE i ot4