HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-8-3
AUi-03-200e 05:44pm From-K & A F~il~e8rlni, inc
+e41-684-me
r-378 P 002/005 F-e51
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.nginppring
K & A Engineering, Inc.
P.O. Box 23824, Eugene, OR 97402
521 Market 8t., Suite 8, Eugene, OR 87402
(541) 884-9388 Voice
(&41) 184-03&8 FAX
_II a, 20fi
Project 176.05
.. Joroan and Jordan Construction
3520 Cslsou Way
Eugene, OR 97408
SUbJect: Springfield Building Permrt COM2005.00761
582 Ethan Ct
Inspection of Foundation Fill
At your request, we have inspected the in-place density of fllls placed on tile subject foundation pad. The fill
consists of brown, moderately plastic silt from an off.s~e source. We have examined the fill soils and havlI
det8nnlned that they are suitable for placement, in a controlled manner, to .support light I'8sldentJal foundation
loads.
Approxlmately 1 to 3-feat of SOil fin, conSlstmg of brown sin Imported from an o1f-sne source, was placed on
the foundation area In lifts not exceedIng a-Inches, and compactad using a vibratory sheepSfoot roller,
Accon:llng to our fleld.testlng1 we have determined t1iat the average dry density equals or exceeds 95% Of the
maximum as determineCJ by ASTM 0698. The filed test results are attached to this report.
W. recommend approval a' the foundation fill, 15 CCiIIBtrucl8d, by the build!fI' official.
Thank you for tne opportunity to be Of servICe. Plaase caR us If you have questions or need further assistance.
RaspectfUily.
~~- ~,
Mirhae~~dt,)\E.
Principle, K & A Engln88~ng, Inc.
efIrES U(... ~k Eo
! Sol! or aggregate density according to ADTM 02922 and water content accordIng to ASTM 03017
AUi-03-200~ 05:45pm From-K & A Enilneerlni, Inc
+e41-6B4-m8
Densny 01 Soli and Soli-Aggregates InmPlace
ASTM D2922 Ind D3017
PJOllet. 176.05
Site Mdresa: 5821544 EUlan Ct
Ptrmil No: COM2005-00761/ COM20OS-00784
Dati: 7/2512005
D8n.~ Test ~~:OT.4M
OIl8fltOr:CCD
MllterlliTVJI:'lmpatted Fig
Malmum prvD8nat'l-DCf 89.0
8tlndlrdlzatlvn lad Ref8m&1 C"~A Dwlty
(StlIldard Davi8tiDDd(s.D.)
Test He,
1
2
3
4
Mol8t'
Density,
~
1181
1?1,.5l
106,8
120
CGoteni, '"
16.9
12.6
. 19.rr
20.1/
t
Wlter Compaction,
%, Remarb
113,5%IFront Left Qf Lot - SW
121.2% ' Back left of Lot - NW
99 3'i Back Right 01 Lot - Nt
112.2% Front RigntOf Lot. SE
DrY
DlIIslty I
~
101.01
107.91
88.4' ,.
99.9.
'I
I
j
"
l
I
.r"'......-,-
I
1-
I
I
"'1
Average:
Std. D8V.:
0.30
A Moiature,
(8.0:)
T-3TE P 003/005 F-SSl
012
1 DtrectTransmlSSlon (01) (specify depm, In.) 01 Alr l3ap Backscatter (AGB) (spe!:lfly(T)ouchable or (U)ntouchabta
mode
I
111.6%
9.08%
Tast per10nned using Ssaman Nuclear Corp mDdel 0-300. SN 21113
Client KlpOO
Project: 175.05
K 81 A ElIQlneerll1G, 100.
8/3/2005