HomeMy WebLinkAbout51TESTING PROGRAM
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LABORATORY
FIELD
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fine-gtatned (coarse- to fine-grained sand)
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with occasional cobbles, rounded to
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subrounded.
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(FILL)
Drillers encountered grwmdw-aer during
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Sandy SILT'Stlty SAtiD with Gravel: gray
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to gmy-brown, motst, medium dense,
fine-grained, rounded to subrounded.
(FILL)
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PEAT: dark brown, moist, soft.
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(POST -GLACIAL FLOODPLALti
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2_I DATE DRILLED: 2-2-01 SURFACE ELEVATION (feet):
LOGGED BY: F. R®art TOTAL DEPTH (feet): 1"
REVIEWED BY: Gary Be kh— DIAMETER OF BORING (:m):
X" KLEINFELDER
GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS A.ND MATERIALS TESTING
BGS. Groundwater was rncountered at a
depth of 1.5 feet BGS in this boring during
drilling. Hole was backfilled w-tth
bentonite chips, and sealed at the surface
with cement.
DRILLING METHOD: HSA
DRILLER: Gregory Drd"g
CASLYG SIZE: Nome
Fry's Superstore t#30 FIGURE
Renton, Washington
A -13
BORING LOG
B-12 PAGE I of