HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-1-23
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'1"":liir,j'-26-98
08:43A
Mor4ter Eng;neer;ng
1:1 ~-484~~~5~
P.02.
P.O. BOX 139 .. 1245 PEARL STREET
EUGENE:, OREGON 97440
PHONE \54') 48+9060 .. FAX (54') 484.6859
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:~ORTIER
ENGINEERING, P.c.
STRUCTURAL
BUILOING DESIGN. FIRE PflOTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECT10N
January 23, 1998
Surelock Homes
P.O. Box 5932
Eugene, OR 97405
RE~I:oC#4300,Casc~'d~-Hei'dlt: E1~ene. OR - Excavation, J:liL~d COllJnllction Insoection
LWO'-#10542-:PAA~C- ""
':e
As you requested, an inspection has been made during the performance of the excavation and
placcment of gravel fill on this site in preparation for the constnJction involving foundations for the'
proposed residence, The excavation involved removal of surface organic soil and other unsuitabh:
material and the placement ofa 4" to 12" layer of3/4" minus crushed rock in accordance with our
standard procedures. The compacted surface of the crushed rock is ade<1uate for a foundation
hearing capacity of 1000 psf, which is adequate to suppon the proposed conventional wood !Tame
residence. The compaction of the gravel surface is greater that 95% of a st,mdard proctor per ASTM
D698-91. (See llLlll"heu .1<11<1 .1"'<::1).
r hope you tind this repon adequate for your needs and purposes at this lime, Thank you for this
opponunity 10 be of service. If you have further questions, please do not hesitate to contact me at
484,9080,
Very truly yours,
Emile Monier. P,E,
".
cCM/cew
Enclosure
~)an"26-9B OB:43A Mo.er Engineering
_1)4B4-6B59
FJ. o:~
P.O BOx 139 . 1245 PEARL STREET
t:llGI:NE. OREGON 97440
PHONE (:;41) 4S4-9Qll!J . FAX (541) 484,0859
STRUCTURAL
IlUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CI;l;CKlNG
CONSTRUCTION INSPECTION
'a10RTIER
~NGINEERING, r.c.
FIELD UNIT WEIGHT - SAND CONE METHOD
Per ASTM D 1556
TEST NUMBER:
DATE OF TEST: I'; 2.3 - '1 'D
p [<. 1'-\
W.O.# 10 5 Lf L.
TEST LOCATION: r:.>':: TEST BY:
t ~.' ""Lr" (l.....d....L-r...
MA T[RIAL TESTED (By visual observation):
3/~ ~
yYllmfS
{r-v5lu.d gt--Nf(j
'.
'0'" i'--
I ~
UNIT WEIGHT OF SAND USED FOR THIS SAMPLE
r. (,;~nd) = 11, '1
VOLUME OF CONE (II,) = 0,0389 fl^3
':.
FIELD TEST DATA
Initial Weight of Jar + Sand (W,)
Weight of Jar' Sand after test (WJ
10 I b-:, 1. Z- 07.-
b I/:' 6./ n7.-
VOlumeofholc,W",}/:1, -V,~V,
r.
Weight of soil samplc (WJ =
0-'~ 1'i'1
L 11>5 :'0<....
Moist Unit weigh! of soil P., ~.Y::b- =
V,
I ~ 1 pc f
Moisture conlcnl ot sample.
W% ~ (wei<lht moist) . (weioht d"'l X 100
(weight dry
5'- 2 Oh
Pm
I '-\ D ,?~f
Dry Un~ Weigh of Soil p, ~
1+ W%
100
MOISTURE CONTENT
Dry weight
! 7, -.,
13/
weight of jar
.1<'-
=
net weight
,1'2 L
II b
Il-,:-...
.;..- I
Wet weight
'.-
It)
=
Notes:
';;::Jan~-26-98 08:43A Mo.r_er Engineering
_1)484-6859
P.04
P.O. BOX 139 . 1245 PEARL STREET
EUGENE, OREGON 9'440
PHONE (541) 484.9080 .. FA)( (!;4'> 484-6859
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
:~ORTIER
ENGINEERING, P.c.
FIELD UNIT WEIGHT - SAND CONE METHOD
Per ASTM 0 1556
TEST NUMBER: Z-
TEST LOCATION: '7 vJ
c.o#~
MATERIAL TESTED (By visual obselVation):
DATE OF TEST: 1- 2.':1- l' ~
W.O,#
/0512..
TEST BY,
P IZ 1'1
3/4 -
c ("II1ShL d.
t{ .. cr a
roc../(
UNIT WEIGHT OF SAND USED FOR THIS SAMPLE
P. (sand) ~ 3-J ".J
.
VOLUME OF CONE (V,) ~ 0,0389 ft.3
FIELD TEST DATA
Initial Weight of Jar + Sand (<N,)
IDlb5 Z..3o'Z.
Weight of Jar + Sand aller tesl (<N,)
C-- /6, o. z. <>?-.
Moist unit weight of soli p~ ~ JI'i." =
V,
~,O l<-t I
2-1 bs v.1:> 0.....
l'f 't. S ref
s.~ ,",0
Volume of hole, 'f'!!.,~ - V, = V,
- p.
Weight of soil sample (<NJ =
Moisture content of sample,
W% = (weioht moisll~~iaht dlVl X 100
(weight dry
p~
ury UnR Welgn Of ~oil p, =
1+ W%
100
I .., l' p.:. f
MOISTURE CONTENT
weight of jar
net weight
I.. .,
Wet weight
1<04
,s- =/3<t
..-
Dry weight
/1I1
--
,--.
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I 'l, L
Noles: