HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-9-20
1245 PEARL STREET
EUGENE, OREGON 97401
PHONE (541) 484-9080. FAX (541) 484-6859
2,4fJ4 tltt;d ~ ~
~-' MORTIER
ENGINEERING, P.C.
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT e PLAN CHECKING
CONSTRUCTION INSPECTION
September 20, 1999
Cozy Homes
1275 S 2nd
SpnngfIeld, OR 97477
RE AmbelsIde Lot #51, Snnng:fIeld. OR - ExcavatIOn, FIll and CompactIOn InspectIOn
W 0 # 12143-TJM
As you requested an rnspectIOn has been made dunng the performance of the excavation and
placement of gravel fIll on thIS slte rn preparatlOn for the constructlon InvolVIng foundatIon for the
proposed resIdence The excavatIOn rnvolved removal of surface orgamc SOlI and other unsUitable
mdtenal and the placement of a 12" mInImUm of 3/4" mInUS crushed rock In accordance wlth our
standard procedUl es Pen meter drdIns are to be Installed and connected to approved storm drall1age
system The compacted sUlface of the crushed rock ]S adequate for a foundatIOn beanng capaCIty
of 1000 psf, WhICh ]S adequate to support the proposed conventIonal wood frame reSIdence The
compactIOn of the gravel surface]s greater than 95% of a standard proctor per ASTM D698-91 (See
attached data sheet) Drarnage not Installed at tIme of compactIon test
I hope you fInd thIS report adequate for your purposes at thIS tIme Thank you for thIS opportumty
to be of serVIce If you have further questIOns, please do not heSItate to contact me at 484-9080
Very truly yours,
Owen Grover P E
TJM/mm
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1;r;(a\'lltlU111
MORTIER
ENGINEERINGr P.C.
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STRUCTURAL
BUILDING DESIGN I!I FIRE PROTECTION
CODE CONSULTANT It PLAN CHECKING
CONSTRUCTION INSPECTION
s
1245 PEARL STREfT
EUGENE, OREGON 97401
PHONE (541) 484-9080 . FAX 1541) 484 6859
\
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TEST LOCA nON J \
TEST NUMBER
Per ASTM D 1556 '/
WO# I L/4-j DATE OF TEST 1/11!Cf?
wAn~ LoI,C)' Aw.bet~~f BY 0, ~ I . '
"< II
~ . Q ,IZ J '/lr Ifr, ',' J C
MA TERIAL TESTED (By Visual observatIOn)
UNIT WEIGHT OF SAND USED FOR THIS SAMPLE
Ps (sand) ::: 1-f; 7;-1 J
VOLUME OF CONE (V1) ::: 0 0389 ft^3
FIELD TEST DATA
InItIal WeIght of Jar + Sand (W1)
Weight of Jar + Sand after test (W2)
Volume of hole, W1-W2 - V1 ::: V2
Ps
Weight of soli sample (W3) :::
lb 01:
~ $,5
410 1?1~1.
(;) I q -, vi;
.
2,1'1) ~,) Ot-
I Z4 */r-r ~
MOist unit weight of SOil Pm ::: W3 :::
V2
MOIsture content of sample,
W% ::: (weloht mOlstHweloht drv) X 100
(weight dry)
Dry UnIt Weight of Soli Pd::: Pm
1 +W%
100
], ;S~
IIqp~f
I
MOISTURE CONTENT C
,
Wet weIght
Dry weIght
/1 Lt, 7() t1-
"J J
~
weight of Jar
15.3.34/
15 .,' "lfh
...' "'r.tY'
- I.... f j..... t
net weight
::: laQ,374
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