HomeMy WebLinkAbout38TESTwG PROGRAM
LABORATORY
kIELD:
: C.&C.S.
_ W'ELLlPIEZO
_. - CONSTRUCTION
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rys
. - I o ` SOIL DESCRIPTION
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3
6
s<
a
S7-12Spgray
to gray -brown with
-
6
I yellow -brown mottling, w-e:, medium
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1 dense. fine-grained, subrounded_
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s
(POST-GL4CL4L ALLUVIAL SAN-D)
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z -r.
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3 65
s
Z
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1
57-13
N
SP SAD: gray, wet, dense. fine- to
_
21
medium -grained, interbedded V layer of
1
; gaY- fine-grained sand with yellow -brown
mottling.
(POST -GLACIAL ALLUVIAL SAND)
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'
Istibrounded-
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z�
._.
'o
i l5 S7-14
I
SP SAND. gray to blacks wet, very dense,
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27
medium- to fine-grained, subangular to
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(POST-GLACIAL ALLL-VLAL SAN D)
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_ 75
21 S7-15
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5.9 —
Boring completed to a depth of 75.9 feet
BGS. Groundwater was encourtteted
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during drilling at a depth of 14.5 feet BGS.
with occasional shallower areas of perched
—
=
water. Hole was grouted and backdnlled to
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=
20 feet BGS %ith bentonite chips. A 20'
-
piezorreter with 10 feet of screen,'sand
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backfill was installed in the boring, and the
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rest o£the hole was bac)filled with
-
bentonrte chips. The surface of the hole
' S.aWPLER
TV PE
e C. (3-OD)
tic
z SPT(-" OD,
SPlit Spl�
(7 Core , ShNb. T — No
Sample Tube- Grab
x
"ILkW_WER WEIGHT
300 lb'
(30- Dr )
140 lbs
130- D
1
ro ' Fry,s Superstore #30 FIGURF
KLEINFELDER Renton, 'Washington
GEOTECHNICAL AND ENVIRONMENTAL EV'GLNEERS A -8d
SOILS AND VLATERIAIS TES7TNC, BORLN G LOG
rECr Ni. VIBER: 60-2136-01 B-7 PAGE 4.15