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TESTMG PROGRAM 7
LABORATORY I FIELD I U.S.CS.
X
` NSTRPIEI.O F= E c:> �''. E sl t=?� Q , SOIL DESCRIPTION
CONSTRL"CTION
e Sf z
ti p C C
3 FO < 6 A' a
2
0 Sl-4 NIL Sandy SILT: oist to wet, 0veryoose softsand, slightly 2plastic, interbef gay silt and dark brown(POST-GODPLAIN
i z= d
c N ,
Drillers rrteposadnheave in the bontig. z `
.r,
25
ra
v
7 si-S SP r SAND with Gravel: gay, wet, medium C -
l0 I dense, fine-gainedn with lenses of gay silty —
14 fine sand and brown peat, rounded to r:
subangular. i
I (POST -GLACIAL FLOODPLAD,
DEPOSED s 3
� zC
'- - 30 SAND with Gravel: gay to black, wet,
11 15 SIB medium dense to dense, fine- to F" `
24 medium -gained, rotmded to subangulor.
35 (POST -GLACIAL FLOODPLAIN _
DEPOSM
_ i.ty SA. an y - gray -brown, = <
moist to wet, dense hard, fine -gained,
slightly plastic, unconfined oorrgxressive �>
j sirengh.s of (pocket penetrometer).
penetrometer).( FLOODPLAIN z„
DEPOSFI) 1 O Z
(POST -GLACIAL FLOODPLAIN _ Z
35 { - — — — — — DEPOSM------ `2
I SI-7
SM - Silty SAND: wet, loose_
•
4
gay-bro-t,, very
PT — (POST -GLACIAL FLOODPLAIN
y
— j DEPOSIT
A c raven to wn, wet, soft to 1
f m
meditun stiff, fragnents of angular
giveVerushed rock.
i
(POST -GLACIAL FLOODPLAIN
DEFOSFf)
�g4
I
`S.iMPLER TYPE 8 C.L q;oOD)
SPT=p)
Cre /S6emrSpt[ no
I Oe
Reco. rr2-
T 300 Bn
(30- D )
140 lbs
(30- Dr.
Fn's Superstore #30 FIGURE
j-NUMBERLSK6&2l_7W_0l
Renton, 'Washington
_EINFELDER
GIRONMENTAL ENGINEERS
A -2b
ERL3IS TES V%c;
BORING LOG
PROJE
B-I PAGE 2 of 4
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