HomeMy WebLinkAbout26- "— TESTLYG PROGRAM
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LABORATORY FffLD
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SOIL DESC�tiPTION
wELrtEZO
Uy' ..� F r Z� E t
cONSTRUCT1oN
3If® < nz
i
14
S4-12 SAND: gray to olive -gay, w-et, dense,
t fine- ed, to s
i
y
Aubangular
rLMSded.
( SST -GLACIAL .4LLUV SAND)
<c
76
z_
z<
65
I j
4t SANDS grey -brown to Yellow -brown, wet,C.
S4 13 ! dense. rnedi ur-gwncd, subangular to
_ • ;
r g
22
i subrounded Sand slo,gb into the boring
G
1 I i ma} nape caused 0 blow count in the first b
jjjj
i )inches of the SPT.
I (Pes of th SP'T. ALLLti'IAL SA.\D)
3
==
1
1266
S4-14 SAND: gray -brown, vvet, dettse,
<_
70 —.
mediurn-grarned with some fine- to
coarse -gained gavel, rounded to
= s;
�, z
7I
j
22
j subangular.
t (POST -GLACIAL ALLUVIAL SAND) 1
_<
I
zZ
j
6=
75—
9
54-15 - SAtiD: gay. we[. dense, fine- to
subroundedto
m „
<'=
16
mcdiurrrgained.
fz
j
19
l subangula--"
POST -GLACIAL ALLUVLkL SAZdD
g s
i
6.5
Boring tong et to a o 7 eet
BGS. Groundwater was encountered
m C
= F
during dulling at a depth of 19.5 feet BGS.
F. <
Hole was backfilled with bentoorte chips,
and sealed at the surface with ccrnent.
t
_
C
a
=
CLL (3"O.)
LER 8 Wit SPoo
SPT ( ODi Corr , Tubr'- I Grab Recoy
1LY Split Spooe S:mDle
a
71TE
..RA_MMER WEIGHT Dr )
140 ibs
(30- Dr
)
Frv's Superstore #30 FIGURE
RentOD, Nti ashin-ton
_Sd
P.
KLEMFELDER
GEOTECfirICAL AND ENVIRONMENTAL ENGINEERS
BORING LOG P>GE 4 of
_
J
r`_
sorts :+..ti-D MATERIAL C-rFSTC"G
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