HomeMy WebLinkAbout19TESTING PROGRAM
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LABORATORY t FIELD
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WELIIPIEZO > �- e= __� �' a
`E �s
(o SOIL DESCRIPTIO'`
CONSTRUCTION
As haft
GP
° wit an rows, moist. ense,
-
I
GP
coarse- to fine grained, angular to
° q subangular.
l
(FILL) —
O C�iRA V�L wi[h�arld: brown, moist,
° medium dense to dense, fine-grained,
I
SM
rounded to subrounded.
(FILL)I
-Silty•
I STA'vD with Gravel:�ar�,c gray to gray,
i oist, medium dense, fine- to
m
.
coargmd se-aerounded to subangular
'
(gravel rounded to subrounded).
r=, I
t2
12
S34
(FILL) _
Sin SA`DiSandy SILT with Gravel:
13
mottled gray to yellow -brown, moist,
-.
medium dense. fine -gained sand and
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ga,-el, slightly plastic, exceeded 4.5 tsf
H i0J0412001 Z
with pocket penetrometer.
_
=6rganic SILT: dark brown to red -brown,
moist to wet (vet below 11.5 feet BGS),
I =
— soft to medium stiff, slightly to moderately
_
3
53-2
L — plastic, interbedded dark brow•rt peat.
'
2
(POST -GLACIAL FLOODPLAIN
�—
—
- DEPOSIT)
01/312001 (
—
—
--
SP
SAND with Sdt: gray, w-tt, fine-grained
e
- —
O
53-3
with some organics.
I
OL
= (POST -GLACIAL FLOODPLAtti
e
I
_ DEPOSIT)
7
— game :gray- own, weso
S
•
—_- heavily interbedded with peat. wood fiber,
_- unconfined compressive strength of 0.5 tsf
—_ (pocket penetrometer).
—_ (POST-GLACLAL FLOODPLALN
E
PT
DEPOSIT)
Ji
-
PEAT: dark brown, wet, rim sn Yid —
-
-- interbedded with occasional layers of
_
- eray-brown to brown, fine- to
.
_ medium -grained sand, and dark brown
%TE DRILLED: 1-31-01 SC RFACE ELEVATION'(feet): DRILLING METHOD: HSA/Rots"
XG- ED BY: F. Raman TOTAL DEPTH (feet): 66-5 DRILLER: Gregory Drilling
EV[Ew'ED BY: Gan BecLham DIAMETER OF BORING (-u): CASING SIZE: N—e
Fry's Superstore #30
FIGURE
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Renton, Washington
I{LEItiFELDER
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GEOTECH-LAICAL AND ENVIRON3iENTAL ENGINEERS
LOG
SOILS AND MATERIALS TESTi>1;
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IJECi %I )IBER: 60-213641
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