HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-9-25
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MORTIER
eO~~~~5:~R~~~~ P.c.
EUGENE, OREGON 97440
PHONE (541) 484.9060 . FAX (541) 464.6659
September 25, 1998
Shawn Smith
6340 Aster St.
Springfield, OR 97478
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STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
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RE: 6.~J.~ Tp<<;~a St. Spring-field, o~ - Fvro,,;UiQr1 Fill o",T revnpaction-
Lavn /I.: nrHinage Permit #9R-I045 - W.O.#11102-2-PSB
As you requested, an inspection has been made during the performance of the excavation and
placement of gravel fill on this site in preparation for construction involving foundations for the
proposed residence. Thc excavation involved the removal of surface organic soil and other
unsuitable material and the placement of 1 Y," minus crushed rock in accordance with our standard
procedures. The compacted surface of the crushed rock is adequate to support the proposed
conventional wood frame residence. The compaction of the gravel surface is greater than 95% of
a standard proctor per ASTM D698-91. (See attached data sheets).
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I hope this report is adequate for your needs and purposes at this time. Thank you for this
opportunity 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.
OLG/jjhexcavfiLrdrllI0Z-2.
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MORTIER
ENGINEERING, P.c.
~O. BOX 139 . 1245 PEARL STREET
.UGENE. OREGON 97440
HONE (541) 484-9080 . FAX (5<11) 484-6859
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
FIELD UNIT WEIGHT - SAND CONE METHOD
TEST NUMBER:
Per ASTM D 1556
DATE OFTEST: i - 7-~- q ~
W.O.# ,II 0 L-
2-
TESTLOCATION: IJ W TEST BY: 'DfLlY\
(...a.r~ l y..--
MATERIAL TESTED (By visual observation): 1 ~ "I"V\L";\I'>.~ c.r\i\-?~l< 1 ~1I\tli"/'-Jy ,,0'-
UNIT WeiGHT OF SAND USED FOF:: THIS SNVtPLE
p, (sand) = 7r>.1
VOLUME OF CONE 0/,,) = 0.0389 f1^3
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FIELD TEST DATA
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Inrual Weight of Jar + Sand eyv,)
l()/bs ID,'-/o'2.-
'b( b, '(, ~ 0'.'
".<:::"1~7l
Weight of Jar + Sand after lest (W,)
Volume 01 hole, W, - W, - V, = V,
P.
Weight of soil sample (WJ =
i?- II;,:. 7. S-C~
Moist unit weiQht of soil Pm = W l =
, V,
('.17 p",F
Moislure content of sample,
- W% = (weioht moisO - (weiqht drv) X 100
(weight dry
'3.J,%
..
Pm
/ 'f 2. . <)'" pc- f-
Dry Unit Weigh of Soil Po =
. 1 + \1'1'0/0
100
MOISTURE CONTENT
weight of jar net weight
Wet weight I</D I) . = 17_ S-"
, Dry y.oeight /5.b J) = IZ)
Notes:
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MORTIER
ENGINEERING, r.c.
-;',0. BOX 139 . 1245 PEARL STREET
UGENE, OREGON 97440
HONE (541) 484-9080 . FAX (541) 484-6859
.
STRUCTUPAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
FIELD UNIT WEIGHT - SAND CONE METHOD
Per ASTM D 1556
TEST NUMBER:
DATE OF TEST: '7-']..~-q ()
TEST BY: p{2. f1
1.
TEST LOCATION: rv f..
C,O< >UI"-
MATERIAL TESTED (By visual observation): I ~ IN\', VI'" ~
UV'~h.<2
UNIT WEIGHT OF SAND USED FOR THIS SAMPLE
p, (sand) = 78,1
VOLUME OF CONE ry,) = 0.0389 fl^3
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FIELD TEST DATA
Initial Weight of Jar" Sand (yv,)
Weight of Jar" Sand after (es( (IN,)
Volume of hole, Wt - W, - V, = V,
P.
Weight of soil sample (lNJ =
Moist unit weight of soil Pm = W, =
, V,
Moisture content of sample,
W% = (weioh! moisO - (weioht drv). X 100
(weigh( dry
Pm
Dry Unit Weigh of Soil Pa =
1;- W%
100
MOISTURE CONTENT
weight of jar net weight
Wet weight / f{f tJ /7 = 1].7
,. Dry weight I:3C JS~ = /2)
Noles:
W.O.# I / , 0 Z---
't ,^W'v-')'
y()1..1L
10 \6." 14. DQ~
b (10,:5 7-(,<>"-
6.0\1
2-lbo; 0. '307--
1'I7-.,:>-,pe.f
'3 ,~ "p
IsB p&