HomeMy WebLinkAbout21TESTING PROGRAM
.
LABORATORY
FIELD
USCS.
'
WELLIPIEZO
T F
[=
a =— '
_
m SOIL DESCRIPTION
CONSTRUCTION
I
�
yz
z �
z
F1 <
�ID.J
C
z F
IS
53-5
SP - I SAND with Silt: gray -brown, wet, medium
�'•
7
8
! dense, fine-grained, occasional mterb of
e
3
gray-bro—ri sazrdy silt. I
z
(POST-GLACLAL FLOODPLAIN
DEPOSM !
<
z
iJD Sd CLAY: gray to gray-bmwn, wet, sob,
z
JS
moderately plastic, unconfined compressite
•
53+9
strength of 0.0 esf (pocket penetrometer),
X
-j
•
F, interbedded v. tth seams of gray, wet,
y
3
fine -gratned sand and trace organic
material.
•^ -
!
(POST -GLACIAL FLOODPIAfN
- ------ DEPOSM F—
—— —— —
i z^
50
55-
z�
10 53-10 SP
SAND: gray -brown, wet, dense,
<tr-
15
IS
fine-grained, subrounded to subangular.
�' <
(POST -GLACIAL ALLU% IAL SAND)
=-
�= z
r<
17 S3-11 SP
. SAND: gray to gray -brown, wet, dense,
L
> U
17
fine-grained with trace fine-grained gravei,
<C
subrounded to subangular.
g s
(POST -GLACIAL ALLLATAL SAND)
SAMPLER CaL (3^OD) 7SPT (2- OD) Core
TYPE Split Spooa �, Split Sp— Sampl
"HAMMER li"EIGH(30
T 300 Ibs 140 lbs
' Dr ) (30" Dr, )
� fli
o
0
SLNb. j" Grab
Tab,- Rero.en <
Fry's Superstore #30 FIGURE
ML� Renton, 'Washington
KI-EINFELDER A -4c
LP..E
ECILNICAL AND EN�TRONMENTAL ENGINEERS }
SOILS AND MATERIALS TESi1NG BORING LOG ID
C?/BER: 60-2136-01 R_•i PAGE 3 of 4