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TESTING PROGRAM
_ LABORATORY
FIELD,
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CONSTRUCTION
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SOIL DESCRIPTION
dense, fine- to acoarse- ned yith fine- to �
O coarse-graned sand and some sift, rounded
o to subto"ded.
SiltySAND light brrown to gray-
-brown -dry to moist, medium dense to dmse, fine-
tomedium-grained with some fine-grained
gravel, rounded to subrounded.
(FILL
I San STILT; SiIty S—Ati D: gray.;Wbrown
5
I mottling, moist, medium dense,
7 s10.1 I I fine-grained with traces of iron staining,
g slightly plastic, unconfined compressive
sr°
6 I I strength of 0.5 tsf Let penetrometer)_
((�
rtn t : aark tnvwn, rr:otst, very soft to
(POST -GLACIAL FLOODPLACv
DEPOSf[)
Groundwazer encoun Lmng d'nlim
SAND with Silt: gray, wet, very loose,
fine-grained, submunded to subangulw,
(POST -GLACIAL FLOODPLAV\
DEPOSIT)
SAND: black tG gray, wet, medium dense,
fine- to medium -grained, subangular to
subrounded.
(POST -GLACIAL FLOODPLAIN
DEPOSIT)
2
m
x
0
I I I
DATE DRILLED: 1-26-01 SURFACE ELEVATION (f-o:
DRILLING METHOD: HSA
i
LOGGED BY: F. Refrain TOTAL DEPTH (feet): 2"
DRILLER: Gregory Dritling
<
REVIEWED BY: Gary Beldam DIAMETER OF BORING f c
CASING SIZE: None
F rN's Superstore #30
In KLEINFELDER
Renton, Washington
FIGURE
GEOTECILNICAL AND ENVIRONMENTAL ENGINEERS
A Ala
SOILS AND MATERIALS TESTING
BORING LOG
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IOJECT NUMBER: 60-213641 _..
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