HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-8-3
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AUi-03-Z005 C5:~,~ rr~m-K & A Engl18erlng, Inc
+Ml-654-sm
T-m ? (04/0,)5 H51
K & A Englnsering, InG.
P.O. Box 23824, Eugene. OR 97402
521 Market St, Suite I, Eugue. OR 97402
(541) 884.9399 Voice
(641) 884-9368 FAX
August 3, 2005
Jordan and Jordan Construction
3520 Celeste Way
Eugene, OR 97408
Subject: Sprll1gfield Building Peml~ COM200S..fJ0784
544 Eth!1f'l Ct
Inspect!on of FOllnda~on Fill
Pro/eel: 178.05
At your request. W~ have inspected the In.place density of fills placet! on the subject foundation pad. The fIll
cons!sts of brown, moderately plastic si~ from t.I!1 off-site source. We hava examined the fill salls and have
determined that they are suitable for placement, in a controlled manner, to support light residential foundation
loads.
ApprOXImately 1 to 3-teet 01 soil fill, conslstlllg 01! brown Sltt ImpOl1ed from an off-site source, was placed on
the foundation area in lifts !'lOt exceedIng g.incnes, and oompacted using a vibratory sheepsfoot roller.
According to cur fje!d-testmg1 we have Uaterminad tnat tIl8 average dry density eQuals or exceeds 95% 01 me
maximum as detsilTIlned by ASTM 0698. Tha filed test results arB attached to this report.
We rec:ollmend approval of th8 foundatiOli fiU, aa cG8tltructed. by the building otflGla1.
Thank you for the opportunity to be of ;s&r\(lce. Please call us If you have questions or need further assistance.
Respeotlully,
\
~.---
Michael Remboldt, .E.
Principle, K & A Engineering. Inc,
ElIPlRt$ o/...~,
, Sol/ or aggragam density according to AOm 0292, ana water canwnt according to ASTM D3011
l Au.-03-1C~~ OHop!! ~rom-K & A EnlllrltJ8r!n1, Inc
..
+541-684.9~5B
T-378 P 005i005 F-SSi
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Densitv 01 Soil and Soil.Aggragatss In.Place
ASlM D2t22 and D3017
. .. . .. 'PrDleDt:: ' 176.06
Site ~dl'8l$: 582/544 e1han Ct.
Penn" Nu: COM200fi-a0761/ COM2005..Q0784
Dl1e: "7/2612005 . . ." ... .....
Dtuity Teat hDG': OT-4" ..
. ,.", O~I':!CCD
MlftrlalllDfJ:lmDOrted FIR
Mllilnllllt DIy ~. !ld 89.0
8t&ndtmllmllrln aad RefemllCe ClllId A Density , & MoIItUI'8,
CStaRdard D8vlatlol1a) 18.D,) 0.30 'ftO:, 0.12
Test No.
1
2
S
4
Mo~. DfY"
DeIlSlIIy, Dlflfllt'f.
pet ~'.Ci
118 101.0
. 121.5. . ~~7,~1
106,8 ES.41
-"12O(.--99,~1
% Remarks
113,5% Front Left of Lot - SW
121.2% Back Left of Lot ~ NW
99.3% 'BaOk,RI9/1t,~r Lot - NE
112,2% Front Rillht Of Lot. SE
Willa' Cllmpml.llon,
COMent, "
16,9
12.6
, 19.71
2[1-
I
....)...
"11 "
-c
I
!
---1
("
.......~~--..-......,
I
__J
Average: 111,6%
Sld. Oev. 9.08%
1 Olre:'!. Transmlssloj'\ (01) (SPe-clfy d8pl1'l. In.) Of Air Gap Backscatter (AGS) {SPecNtif\l")ouChabla or (U)nmUCtlable
mode
T(>,$f pllrfOtmed usin~ Seama.n NuC'JelI( Corp mc-del C~300, SiN 21113
Client Kipoo
ProJect: 176.05
K " A EagMetrllN,J, km.
813/2005