HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-3-12
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Apr-06-98 08:07A MO: er Engineering
_'1 )484-6859
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P,02
P.o. BOX 139 . 1245 PEARL STREET
EUGENE, OREGON 91440
PHONE jS.a1) 4d4.90aO . FAX (541) 484-6859
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTh)tJ
CODE CONSULTANT. PLAN CHECKINl'i
CONSTRUCTION INSPECTION
. )
eAORTIER
ENGINEERING, P.c.
March 12, 199M
Hossien Hossieni
5'729 Main Street, #239
Springlie1d,OR 97478
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rifE: 6953 c..i.lw;.jer St SnrinJ'iield OR - COlnllill.1ion Test - W.O. # 1 0703-KMP
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As YclU T<'qucstc~ a compaction inspection of the gravel under the proposed Inundation h"" ht.":fl
performed on this site in preparation for the construction involving foundations for the proposed
residence The excavation involved the placement of I 1," minus crushed rock. The compacted
sUi1ace ofth.: crushed rock is adequate for a toundation bearing capacity of 1000 psf. The underlying
soil conditions, "ite drainage and toundation were not designed or reviewed hy Mortier Engineering.
P.c. The compaction of the gravel surtace is greater than 95% ofa standard proctor, per ASTM
0698-91, (See auached data sheet).
) hope you tind this report adequate li,r your needs and purposes al Ihis lime, Thank you Il,r this
opportunity to he ofservicc, Please contact me if you have further questions at 484-9080.
Very truly yours.
I E)(PIR~: 6-30-
,"II}!] D
i)
Owen Grover. P,E.
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OLG/bjr
K..:JIC~lr cng\harb\~ulllpll~l_:lf(l
APr:~6-9B OB:07A MOr~er
Engineering
Po. BOX 139 . 1245 fJ(ARL 5lR((1
tUG[NC, OReGON 97"'0
PH()N( (5-41) 404-9080 . r:1\X. (S.1) 484-6859
~ORTIER
"NGINEERING, P.c.
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P,03
STRUCTURAL
BUILDING DESIGN. flll[, PROTf'cflON
CODE CONSULTANT. PLAN CHECl<.lNG
CONSTRUCTION INSPECTION
FIELD UNIT WEIGHT - SAND CONE METHOD
Per ASTM D 1556
TEST NUMBER: .# f
DATEOFTEST 3/I'l./fH,
TEST BY: ?R M
TEST LOCATION: st:.
c.OlL/VE:..1l-
MATERIAL TESTED (By visual observation).
I, ,.
'l...
UNI1 WEIGHT OF SAND uSFD FOR THIS SAMPLE
r, <Oland) = ~]. ~_
VOLUME OF CONE (V,) ~ 0.0389 fl^3
FIELD TEST DATA
Initial Weight of Jar + Sand (W,)
Weigl'! of Jar + Sand a!\er test ('IV,)
Volume of hole, W"c..W, - V, = V;,
P.
Weight of soil sample ('IV) =
Moist unit weight of soil Pm = _W,- ~
V;
Moisture content of sample,
W% = fweiaht moist) - (weiqht dry) X 100
, '
(weight dlY
P.
Dry Unit Weigh of Soil p, ~
1 + _'l'f%
100
MOISTURE CONTENT
weight of jar
W,Q,#
IC703
C~\j.S.~€:.D
R\\JE.R.
ROC\<..
C{ I.h )0 0"-
S-Ib~ ~1,,"1-
(,),olh'+
1-1 b" O. <;. 0"2-
I L.- 't tl,-f
3.1 Yo
I 2.D ?c.f
net weight
Wet weight
1":>0
,,,>
c .I'S-
f -~O
1'15"'
/)
c
Dry weight
Notes: t::: I.\lv- (An S i'fZ. 1.4'- 1101'1.,