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TESTING PROGRAM
I U.S.C-S.
1
LABORATORY
FIELD
'�
sl
m SOIL DESCRIPTION
1:ELLTIEZO �
QF F f �>
a
m
CONSTRUCTION cc'c
f i yl`
F
@
3 t
S
yF G p <g
C _ Z
O
s
GP(rite-grained
Asphaft
InDist
(coarse- t0 fine-gtamed s—d),
o�J
. rotmded to subrounded.
!a
�'-
(FILL) - .-
SrfY
Sandy SILT.'Sthy WND with Gravel: gray.
1t
S(Sl
medium dense. fine-grned.
t tsL meai
romtded to subrounde& Coarse -grained
13
gravel lodged m san>pler shoe appa tly
cause low sample recovery in sample
S 15-2.
(FILL)
5
S1S-2
7
7
i
•
I
1
575-3
FT
_
,• PEAT: tin wm moist, Soft_
dark
-
2
X
(POST -GLACIAL FLOODPLAIV
_
DEPOSIT)
ea.. .,..,,.t.n...lof 1 1 5 feet
BGS. Groundwater was not encotmtered in
this bonng. Hole was bacidilled with
bei,!7te chaps, and sealed at the surface
with cement.
DATE DRILLED: 2-2-01 SURFACE ELEVATION (feet): DRILLING METHOD: HSa
LOGGED BY: F. R-- TOTAL DEPTH (feet): 11-5 DRILLER: Grego D"Ii,g
REN-IENN-ED BY: Gar. Beck"- DIAMETER OF BORING ('u): CASING SIZE: N—
Fry's Superstore #30
FIGURE
Renton, Washington
InKLEINFELDER
a -16
GEOTECHUNICAL AND EYVIRON'ME\TAL ENGINEERS
BORING LOG
SOILS AIND MATERIALS TESTING
PaGF� i ufl
on Irr"r v"t-ieRi R: 61t2136-81
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