HomeMy WebLinkAbout46TESTING PROGRAM
LA110RATORY
FIELD
NELL7PTF2o
...
_ �� F F= �' F
E ��,
��
���.,
kM.
c SOIL. DESCRIPTION
x
oYs CONSTRU%00N s� F f �;z
C
a ,
.7
Z F
f
yZ
Z
s = o
t
�<
4
s9-s
�y T
f
o�
y
1AND:
45
11
S9-9 SP gray, wet, medium dens e,
C -
I 13
Is
fine-grained with trace fines and trace
_
Peat wood fi ber. i
p 2
(POST -GLACIAL ALLUVIAL SAND) j
—
W 1
13
F
I
C •
I
so
1
S9-10 SP
SAND: dark green, wet, dense,21
z�
`—
i I
�
; fine-grained with trace peat'wood fiber,
`<
111
Subangular.
Q s
I
(POST -GLACIAL ALLUVIAL SAND)v.
z
�c
i
L v
S
S9-11 i SP SAND: gray, wet, dense, fine-grained with
r U
9
125
! trace fine-grained gravel.
C
NIL (POST -GLACIAL ALLUVIAL SAND) /
E'
`...
- 3iL I: gray, rno,st, hwd. moacrate y plastic, I
unconfined corrtpresstee strength exceeded
v
.. !
1I4.5 ts! (pocket penetrometer).
e O
- (GLACIAL SILT)
SAMPLER 8 C.t 13•'OD) SPT (." OD) " Core Shelby Grao C7 �O
TYPE Split Spoon Split Spoon LI Sample , Tabu Ree.—
'• —HAMMER WEIGHT 300 lb, 140 Ibs
y$ (30" Drop, (30" Drop)
-
Fry's Superstore #30
KLEINFELDER
Renton, Washington
_ GEOTECHNICAL AND ENVIRONMENTAL ENGINF.ERS
o SOILS AND MATERIALS TESTING i
BORING LOG
FIGURE
A -IOC
P aGE 3 ot4