HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-4-20
,..
.-...,.~;...a.r.::: ._. ~':..:.1 - ":;, ~; t"l 0 1'-1
i.52
.
5'~t)3S/
p _ .2'
"0 oe, 1:'19. 1;"'.1(, PEARL STREET
r',ir;r.r~t, on[(,!'I~': 9",'01<10
hlONE (503,' .!?, "!'mo . FAX (503) 484.6859
STRUCTUFlAL
BUILDING DESIGN. rIflE I'HOTECTION
CODE CONSULTANT. PLAN CHECklf;O
CONSTRUCTION INSPi:CTtON
, .
MOKrlH~
ENGl~~:"iRINGl P.c.
"
April 10, 1995
Williams General Contracting
729'/ jeolly st.
Sprin0(ield, OR 9747B
;
. t
,
, \
FE: ]Z_4.!L~lacier, Snrinafield. OR - E~cavatio"l & Fill Insp.O~:.ti().Tl
~:.O, g8188-RDR
Ac ycu YP~IAsted. anins~ection has been made of the gravel rill O~
th.ls,,;ite in preparation for the corjstruction involving fOllndi\ttofl:;
for t!i~ proposed residence. The excayation involved the plac(~ment of
3/4":i\.inus crushed rock in accordanc~ with our standard p,oceciures.
The. c;'-,,',pacted surface of the crushed rock is adequate for a foundation
be" r j"9 capacity of 1000 psf. whi~h is adequate t.o SUppOl.t the
propo"0d conventional wood frame residence. The compaction of the
grave:'. surface is greater than 95% of a standard proctor pr,r AS~'M
0698 -:, I, (See attached data sheets). i
,
I hop,' you find this report adequate for your purposes at t.his time,
PIe:I:?> contact me if you. have further questions. Thank you [or thi s
opp,Jri'.unity to be of service. .!
Very' ,uly yours,
. !
. i
Emile Mortier, P.E.
ECM/r;.:
Ene] ':'....lll.e