HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-12-7
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'Dec.n 2005 3:13PM
No 0045 P. 3
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K & A Engineering, Inc.
P.O. RDI 23824, Eugene, OR 97402
521 Markel St, SalCe B. Eugene. OR 97482
(5411 6114-9399 Voice
(541) 884.9358 FAX
DeGember 7, 2005
M;chael Hiatt Construction
902 S. St
Springfield, OR 97477
Project: 28&.05
Subject' Spnngtietd Building Permit COM2005-01592
547 Elhan Court
Inspection of Foundation RII
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At your reQuest, we have inspected 1t1e in-place density of granular fills placed on the subJec1 foundation pad.
The fill 00llststs Of v,.' mInus. dense graded Crustred aggregate, placed in depths exceeding 12-ltlches.
According 10 our fJeld-testing' we have determined thai the avemge dry density equals or excee<<1s 95% 01 the
maximum as aetennined by ASTM 0698.
We recommend approvaf of the granular 1oltndation fiJI, as CORstructed, by the building official.
Thank you for the opportunity tn be of service. Please calf us if you J1ave questions or need further assJstance.
Respectfully.
.....rN:.1
117.. frY'"
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Michael Remboldt, P.E.
Principle, K & A Engineering, Inc
1 soa or aggregate densJty according to ASTM 02922 and water content accoRllng to ASTM D3017
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Dec. 27. 2005 3 13PM
No 0045 P. 4
Density of Sail and Soit~AlIgregates In-Place
ASlM 02122 and 03017
Lot #&
PrOied: 286.05
Site AIldress: 547 Ethan Court
P8nn1t No; GOM2005-{}1592
Date: 121712005
DenliltY TesITVpe'; 01.8"
Operalcu: ceo
Material Tyge:\3/4" (-) [Jense graded crushed aOQrllllate ~ Delta S&G
Maltmum Dry Denstiy, PCf~ 124.0
S1anilardimlion aad Reference ChB~ A DeDlity t1 MaiS1llrl,
CSIlIndan! Deviatioas}(S.D.) 1.11 (S.D:) 085
Moist Dry
Density, DensQr, WallIl compactIon,
Tal No. ~ pet CUletll, % lI, RenI8rb
1 135.4 127.8 6,0 103.1%
2 1238 117.5 5.4 94.~
3 131 8 123.8 6.4 99.8%
4 129.6 122.1 6.2 98.5%
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Average: 99.0%
Std. Oev.: 3.44%
1 Direct TranSlTlissiO/l (D1) (specify depth. in ) or AIr Gap Backscatter (AGB) (specifiy(l)ouchatJle or (U)ntouchable
made
Test per10rmed USIllll Seaman Nuclear Corp mDdel C-300. SN 21113
CI~nt: Mike Hiatt
ProjeCt 286.05
K . A Engilleering, IDe.
12J8t2005
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