HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-8-2
I"~ .
No. 1953 P 2
. 00m10lfl '-, Oi[,l9o
I' '
K & A Engineerillll, Int.
q,' . 3327 Roanoke Ave., Eugene, OR 97408
O (541) 684-9399 Voice
U . .' . (541) 684-9358 FAX
Aug. 3., 2007 7: 45AM '
':0:: .
<3
enginl.'Hing
~
August 2. 2007
S & M Rock and Loam, Inc,
34052 Seady Loop
Eugene, OR 97405
Subject: 5736 peridot Way-Lot 12.
Springfield, Oregon
In,spection of Foundation Fill
Project 146.07
\
At your request, we have inspected the in'place density 01 granular lills placed on the subjectloundaUon pad,
The lill consists 01 approximately lto 8,inches 01 3,4-inch minus, dense graded crushed aggregate,
Accorlling to our tield-tesUng 1 we have lleterminellthat the average dl)' density equalS or exceeds 95% ot the
maximum as determined by ASTM D698, '
We recommend approval 01 the foundation fill, as canstructed;by the building official.
Thank you lor the opportunity to be ot selVice, Please call us n you have questions or need lurther assistance,
RespeCtfully.
~
Sieve Schultz, E.1.1
K & A Engineering, Inc,
~~sI17r
I Soil or aggregate'density according to ASTM 02922 and water content according to ASTM 03017
,>~7~i~
Aug, 3 2007 7:46AM
Densily of Soil and Soil-Aggregates In-Place
ASTM 02922 and 03017
I Proiect 146,07
I Site Address: 5736 Peridot Wav--Lot 12 '
I ' Permit No:
I Dale: 8/2/2007
I Density Test Tvpe I: DT-4
I Operator: 55
,I Material Type: 3/4-inch minus d811se graded crushed aggregate
I Maximum DIY DensUy, oel 128,0
I Slandardization and Releren~e Checl 6, Density I
(Slandard Deviatlonsj (S.D,) ,
1.37
I to Moisture, I
(S,D:)
No, 1953 P 3
0,68
.,
-' Direct Transmission (DT) (specify depth, in,) or Air Gap Backscatter (AGB) (specifiy(T)ouchable or (U)ntouchable
mooe '
Test perfoRTIed using Seaman Nuclear Corp modeIC-300, SN 21113
, Cfient S & M Rock and Loam. Inc.
Project 146,07
,K " A Engineering, Inc.
. 81212007