HomeMy WebLinkAbout23TESTU4G PROGRAM
LABORATORY
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F F
Vj
,ram E
wFUL(PIEZO y
-_ CONSTRUCTION
zw
fv
< 2
_
.'s
F
C
0
5
I
I
..,
10—
15�
i
!
+I USCS
SOIL DESCRIPTION
� Z Y
Cr
A halt
e �e q —rh wn, diy to moist,
p medium dense to dense, fine-grained wish
60 occasional cobbles, rounded to submunded. i
(FILL)
rr _-- _ — — —
Silry .�IO
t SAD with Gaavel: gray_ to
gray -brown, moist, medium dense, e-
1
-} fine-grained, rantded to subrounded. - Z
(FILL)
#{j
:J
L SILTto Z
SA1�Sandy : gray U
8
S4-1
(yellow -brown, dry to moist, medtum drnse. C
jhnege, wfragments11 d
14
sp
and roots.
FCC.L C
A: : mort gray to gray- wn, :mast
to wet, loose to very loose, fine-grained.
interbedded with lenses of gray sandy silt
and wood fragments- —
(FILL) <
V,M
i
-------------
I OL Sikv Ciay grad, motor to wet, sort, trace
wood :iber'organic mattmal. unconfined
compressive strength of 0.0 tsf (pocket
2 S¢3 m Z penetroeter). i
Z (POST -GLACIAL FLOODPLArl <,
DEPOSIT) S i
0
DATE DRILLED: 1-3i-01 SURFACE ELE♦"ATION (feet):
LOGGED BY: F. Reiaart TOTAL DEPTH feet): 76.5
RE3TEN4-ED BY: Gary Beckham DL1.3fETER OF BORING ):
MKLEINFELDER
GEOTECIf.NICAL AND EN3IRONMENTAL ENGINEERS
SOILS AND 34ATERIALS TESTING
ROJECT NUMBER: 60-2136-01
Dnllers report groundwater rncountered -
DRILLING METHOD: HSARotan e
- e
DRILLER: Gregory DriHiag
CASING SIZE: Note
Fr-'s Superstore #30 FIGURE
Renton, Washington
A -5a
BORING LOG °
E" PAGE I f 4