HomeMy WebLinkAbout24I
TFSTLNG PROGRAM
l SC5
LABORATORY FIELD + �----�
>�
wE*i�Prc>n f F z E�� SOIL DESCRIPTION
— CONSTRUCTION — i ✓YF i f �>; ;s � .� � 'Ls �
— viz
a
I
3
S" SM -- dtiring drilling.
(
3
Silty SAND: gay, wet, loose, fine-grained_
+ J
I
11
St (POSTGLACIAL FLOODPLAIN
_ DEPOSIT) _ {
—
I fine—grained, subanguiar.
(POSTGLACLIkL FLOODPLAIN
I I
DEPOSIT)
I
?5 !
7
S4-5 - sand sloughing into hole may have caused ! i
11
abnormally high blow counts in last 6" of
45
sample taken. 111j
SIR SAND: black to gray, win, medium dense
to dense, medium -grained with traces of
fine-grained gravel, subrounded to
I
subangtilar.
(POSTGLACIAL FLOODPLAIN
i
I
DEPOSM
l L
_
t C
30
€
2
3
s4-6
01- � Organic SILT and PEAT: light brown to C
:
dark dark brown, wet, soft to rncdlnttl stiff,
— _ interbedded layers of peat and gay,
fine-grained sand, slightly plastic. F
(POST -GLACIAL FLOODPLAIN
DEPOSIT) >
ML Sandy SILT: gray, wet, medium stiff,
C
slightly plastic, interbedded thin layers of
-•
pmvwood fiber -
(POST -GLACIAL FLOODPLAEN
DEPOSIT) e
1G-
3
s
i
I8
2
,)
sr SA.N-D: gay, wet, medium dense,
£ilia -grained, trace orgarlles, subrolmded to
=bangular. j =
•
(AST -GLACIAL FLOODPLAIN
-
I
-
j
DEPOSIT)
UP
1
(
— — dark brown, wet stiff. — — — — 1
R
(POST-GLACLA L FLOODPLAIN
SAMPLER Cal 3'OD) SPT(2'CD) (7 Core Sbelb_. 7 Grab �O
I
Tl-PE Sptit(Spooi Sprp Spoon LI Sample Tnbe Reco.-ery
"HA.MMER W"EIGH7 300 Ibs 1401bs
(38' ) 130" Drop,
Fr-.'s Superstore #30
FIGURE
Renton, «'ashington
KLELriFELDER
A -5b
GEOTECIFLNICAL AND ENN7R0` %fFNTAL ENGINEERS
SOUS A..D MATERIALS TEST NG
BORING LOG
PROJECT ✓'UMBER: W2136-01
B4
PAGE 2 of J