HomeMy WebLinkAbout18TESTING PROGRAM
U.S.CS- I
LABORATORY
FI F I D
w WELLTIEZO
r
_
�' _ _ SOIL DESCRIPTION
- CONSTRUCTION
ma v>
d'E f i wiz
c
L �
F.vZj
-
c
-
z
u _
6
I-
10
S2-12
SP
!
.SAND: gray, wet, dense, fine- to
medium -grained with trace fine-grained
Z2
' gravel, subrounded to subangular, massive
or nonbedded.
(POST -GLACIAL ALLUVIAL SAND)
65 -.
16
S2-13
SP
SAND: gray, wet, dense to very dense,
23
fine- to mediurn-gmined with trace
23
fine-grained gravel, subrounded to
wbangular, massive or nonbedded. drillers
-
report sand caving in borehole.
(POST -GLACIAL ALLUTVIAL SAND)
i
I
�
i
70,
7
S2-14
SP
SAND: gray, wet, medium dense to dense,
f
I
fine- to medium -grained, subrounded to
ID
subangular, massive or nonbedded.
POST -GLACIAL ALLUVIAL SAND
1.5--------- ---.
Boring completed to a depth of 71.5 feet
BGS. Groundwater was encotmtered
during drilling w a depth of 14.8 feet BGS
Hole was bacldilled with bentonite chips,
_
and sealed at the surface with cement.
e
e
• SAMPLER Cal. (3"OD)
" SPT (I^
OD) Core Shelb.
, I
TYPE Split Spoon
Split Spoon
Satople Tube _ Recocen
—FLAMMER WEIGHT300 Ibs
(30" Dro )
130 !bs
(30" Dro )
Fry''s Superstore #30
FIGL RE
Renton, NL ashington
KLEINFELDER
A -3d
GEOTECILNICAL AND ENVIRONMENT AL ENGINEERS
LOG
SOILS AND MATERIALS TESTING
BORING
PROJECT NUMBER: 60-2136-01
B-2
PAGE 4 of 4