HomeMy WebLinkAbout41TESTLYG PROGRAM
LABORATORY FIELD:
USCS.
i
�
._. a
SOIL
.
` CONsm c-noN jF--,a
m DESCRIPTION
I
v �
y.
< OZ �- C Lry
3
✓f i
Im'
Z
z
f
O
2 S -
�
_
z <
12
16
Si.d ( SP SAND Kith Grave l: gray, wet, medium
is
dense, fine-grained, roanded to
r '
subrounded.
SP
}
(POSTLLACIA L FLOODPLA P,
�
<— .
�
�'
oeo
+
JS DEPOST) <
I 60 ve Y A-�•�K'rt�ii �St t gray, wcr, se. C —
i coarse-
p(j �= to Trw&i -grained K.,.th
D fine-grained gavel, rounded to
F'?
nr
I
I !' subangular.LN
O (POST -GLACIAL FLOODPLA
PQ
O p
I
DEPOST-)
25
d
i < #
14 SB-5 SP CrtavellY SAND with Silt: gay, wet_
to Q
G
1O
I
medium den, tatedium- to fine-gatr>ed
° d mesc
with fine-grained gravel. rounded to
—
i
O � subangular.
,`. F
._.
°°< (POST -GLACIAL FLOODPL.AIN
f —
DEPOST) 13
14�
z
<c
30l
m.
y
<
i
Ob
{
i
vc
`O.
SAND: gay, Krt, very dense, fine- to
W<
sZ
35=
OL — medium -gained, tntW{ dded with gray to
i _O
1 �7
brown organic Silt.
< F
(POST -GLACIAL FLOODPL kM
s
3
.
>T — _ DEPOST)
X
d
Orgar:ic SIET: d-arVc brown, wet, so
_
PT unconfined compressive strength of 1.5 tsf
Z
1— •,, (pocket penetrometer).
=
(POST -GLACIAL. FLOODPLALJ v
=.
= <
^
r, A"
n, wet, sYt
(POST -GLACIAL FLOODPLAIN
S"
— A : K'rt IO C Kn, wet, soft to
— =` medium stiff.
'SAMPLER Cph (Spool
Tl"PE S tit n
u Sppi IspooDl a
TibB- 'No
Sample Sbd1n ' r >..e Ch
300 Lt.
(EIGHT (3a- Dro
R--
<
= 1
)
( 0- DrIQ
Fry's Superstore #30
KLEINFELDER
Renton, Washington FIGURE
GEOTECILNICAL A -ND ENv-MOl'-MENTAL ENGINEERS
a -9b
SOH-S AND MATERtsi c TESTLNG
BORI\ G LOG
PROJECT \-UMBER: 60-213"]
—
B—S PACE 2 of