HomeMy WebLinkAbout31TESTING PROGRAM L.S.C.S.
FIELD
_t SOIL DESCRIPTION
>
CONSTRUCTION
Wg i 7
3C,
z
5z
0
ANhalt - no obvious layerinp-
S=dy(,KAvL gray, moist -et.
dense, fine- to coarse -grained with trace
O
fines, rounded to subangular.
(FILLI
Do
DOC
5 -
32
SW&I
Groundwater apparently encountered
19
D
during drilling. Water rose swiftly to 2*
16
Da C
below ground surface before stabilizing in
the boring-
OC
SP
SAND: gray with light and dark tapering 1
visible, wet, loose, fine- to medium -grained
with trace roots, subangular to subrounde:,
some peat observed in the shoe of sampler
after SPT,
10-
56-2
(FILL)
4
j
4
•
FT
PEAT: dark brown, wet, soft.
(POST -GLACIAL FLOODPLAEN
DEPOSIT)
0 1
3
5
S6-3
GP
- - - - - - - - - - - - - - - -
an GRAVEL: gray-browti. wet.
7
(Ymediumdense.
fine nh fine- to
<
-,grained.
medium -grained sand and traces of peat.
_
DOC
C'.
rounded to subrounded-
i
<
0
(POST -GLACIAL FLOODPLAIN
DEPOSIT)
SP
SAND: gmy,-rulooscfine- to
medium -grained, subrounded to
subangular
(POST-GLACLAL FLOODPLAIN
DEPOSIT)
20
DATE DRILLED: 1-29-101 SURFACE ELEVATION (feet): DRILLING METHOD: FtSA,-R..ry
LOGGED BY: F. Reinert TOTAL DEPTH 0-0: 61.5 DRILLER: Greg— Drilling
RE'.1EWEDBY: Gan Beckham DIAMETER OF BORING (I.), CASING SIZE: N
Fry's Superstore #30
FIGURE
Renton, Washington
]k"KLELNFELDER
A -7a
GEOTECELNICAL AN-D ENVIRONMENTAL ENGINEERS
BORING LOG
SOS AND MATERIALS TESTING
B -6
PAGE 1 0f4
PROJECT N-LMSEW 60-213"1
'