HomeMy WebLinkAbout14TESTING PROGRAM
LABORATORY FIELD
U-S.C-S.
ir ip
SOIL DESCRIPTION
[EZ >
W
CONSTRUCTION
E
ar
C, ed
S-42
2 23 SI-12
Drillcri-Irport5graveil soils- Sampler
27
o ,—
returned . small amountfdy ��el,
35
3
any, ex, 'en dense, fine-grained.Driller3
165
[
GP blackwet,
dense, fine-grained, b=gw-.
(POST-GLACIALALLUVIAL SANTD)
Si-13
22
W5
Boring completed to a depth of 66.5 feet
BGS. Ciround-ater was encountered
during drilling at a depth of 14 feet BGS.
Holevans grouted and backfilled to 15 feet
BGS with ber,.-Ie chips. A 15'
piezo-et- with 10 feet of screen/sand
backfill was installed in the bortrip, and the
-t of the hole was biickfilled with
bentortite chips. The surface of the hole
w as completed with a monitoring well
monument. anchored with cement_ A -at-
le, el of 7.67 BGS was Ine-urld In the
pi ezometcr on 14 01.
sA-%Uq-ER H C.L (3-OV)
SPT q;.��D)
C-11 Sbdb Grab
S.-P Tube
TYPE spkit sp—
spra
30011-
--HAAVW[FR 'WEIGHT (30--1)
1401bs
(30 Dro))
Fry's Superstore #30
FIGURE
Renton, 'Washington
KLELNIFELDER
A -2d
GEOTF -M
13ORING LOG
A TESTING
PAGE 4 oft
PROJECT NLMBER- 60-211"1