HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-1-3
Jan-C6-200e 10'41am
From-I( 8. A Enal1188rllla, Inc
+641-684-9358
T-86~ P 001/003 F-248
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Ie 8r A Engineering, Inc.
P.O. Bolt 28624, Eugene, Oft 97402
621 Maibl St., SUite B, Eugene, OR 97402
(641) 884-9399 VoiOEI
(541) 684-9358 FAX
Fax
To:
James Greco
From: Michael Remboldt, P.t.
Page&; 3
Date: 1JM)5
fix:
607-6783
SUbject: In-place density test - 6447 Main St
James,
At'.ached am the test restJfLS and our letter recommending acceptance of the crushed aggragatB placed on 1he
foundation pad at 6447/6449 Main St In Springfield, OR.
Thank you tor the opportunfty to be of servloo. Please call If you haVe any questfons.
Sincerely,
~~-
Michael Remboklt, P.E.
K & A Engin88ring, Inc.
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I Jan-06-2005 10'4Za'1l ~rom-K '" ~ Engineering, Inc
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+E4H94-S359
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T-86S P 002/00~ F-Z4Q
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K & A Englneerinu, Inc.
P.O. Box 23824, Eugene, OR 97402
621 Market Sf., Suite 8, Eugeae, OR 97402
(541) 884-9311 Voice
(541) 884<-8358 FAX
JlIIlI8ry 3, 2001
TC Earthwor1<s
3425 coburg Rd.
Eugene, OR 97408
Subject Springfield Building Permit COLM2004-01467
6447/6449 Main St., Springfield, OR
Inspection of Foundation FIll
ProIect 2.05
At your request, we have fIeld-tested ttle In-place density of o/4.rnch minus densa-graded crUShaa aggreoate
placed on lIle foundation pad In preparation for forming cast-in-place concrete spread footings. Based on our
visual observations. It 3DP8arod that the fill ranged in depth from 4 to 8-lnches.
Based on our .tests,. the In-p!ace dry density of the crushed aggregate exceeds 95% of the maximum as
determIned by-ASTM 0698.
we recommend approval of the fill, IS cOI!.structed, by CitY of Springfield bwldlng aftIclals.
ThanK you for the opportunity to be of servioe. Please call us if you have Questions or need further assistance.
" .
RespeCftuHy,
00tIES IY" t/:~'
Michael Remboldt, P.E.
Principle, K & A engineering, Inc.
, Standard Test Me1hod for Density and Unit Weight 01 Soli In Place by 1t1e Rubber Balloon Method. ASTM 02167