HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-10-12
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- MORTIER
2NGINEER}NG, P.C.
1245 PEARL STREET _ l'
EUGENE' OREGON 97401
PI:!ONE (541) 484-9080 . FAX (5~ 1) 484-6859
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
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October 12, 1999
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Town & Country
1065 Backland Place
Eugene, OR 97401
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1143 S 69lh Place. Snnn2:fIeld. OR - Excdvdtlon, FIll and CompactIOn InspectIon
W 0 # 12186-RDR j'
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As you Iequested, dn mspectIOn has been made dUl mg the performance of the excavatIOn and
placement of gr;aveI fIll on thIS SIte In preparatIOn for the constructIOn InVOlvIng foundatIOns for the
proposed resIdence, The excavatIOn Involved Iemoval of sUlface orgamc soIl and other unsUItable
,matenal and the placement of 8" to 12" of 3/4" mmus crushed lOck In accordance v.l1th O,UI standard
pI ocedUl es The compacted surface of the crushed lock I S adequate for a foundatIOn bedll ng capacIty
'-'of 1500 psf, whIch IS adequate to support the proposed conventIOnal wood flame resIdence The
compactIQn of the gl aveI sUlface IS greater than 95% of a standard proctor per ASTM D698-91 (See
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I hope you fmd thIS Ieport adequate for your purposes' at thIS tIme Thank you for thIS opportumty
to b<:( of serVIce If you have further questIOns, please do' not heSItate to contact me at 484-9080
Very truly, yours,
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Owen Grover P E :,-
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_ MORTIER ,
ENGINEERING, P.C;
1245 PEARL STREET '
EUGENE, OREGON 97401
PH,?NE (541) 484 9?~0 ; FAX (541) 484 6859
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STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN 'CHECKING
CONSTRUCTION INSPECTION
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Per ASTM D 1556
TEST NUMBER J ' , W 0 # 121 ~ ,{' DATE. OF TEST Jf} /12Il1'f
TEST LOCA nON lLLf.~ s, 6J p', PI') SpY','nfjDp,W fJN TEST BY , "j,;;rf\11
-3 i/ M I r I j Ii (), /
, MATER {A L TE S TED (By visual observatlon);V4- ! 1'1 1/ <, :' f 'J <; Y: a" f)( U a,f 1 U'( ~ 0':
UNIT WEIGHT OF SAND USED FOR THIS SAMPLE
Ps (san?) =: IF I () t)L ~ ~ >
VOL:.UME OF CONE (V1) = 0 0389 ft^3
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FIELD TEST DATA,
Initial Weight of Jar + Sand (W1)
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Weight of Jar + ~and after test (W2)
~Volume of hole, W1-W2- V1 = V2
: Ps
Welg~t of s~11 sample (W3) =
I/aO./er,z,
t ~ 13,'&, It t"2..
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() I () It 1 ft 3
,7.1 l ~-, ~ a,t.,
1'~6'Y1vf
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ritalst urllt weight of SOli Pm ,= W3 =
V2
MOisture content of sample, \ ,
.W% ,= (weloht mOlstHw61oht dry) X 100
(weight dry)
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, Dry Urllt Weight of SOil Pd = Pm
1 + W% ''''
':;"7
100
7' '2.(/ ,
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MOISTURE CONTENT ~
11-7~vf
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, weight of Jar
Wet~e[ght 11-5,:30 l' - /5.4-14-
Drywel~~t, 117, ~~/ ,- lEi '~t
net weight
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