HomeMy WebLinkAboutPermit Field Test & Inspection Report 2002-10-7
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K & A Engineering, Inc.
P.O. Box 10524, Eugene, OR 97440
521 Market S1., Suite D, Eugene, OR 97402
(541) 684-9399 Voice
(541) 684-9358 FAX
October 7, 2002
Project 90.02
Bruce Wiechert Custom Homes, Inc.
3375 Park Hills Dr.
Eugene, OR 97405
Subject: 6655 Aaron
Springfield No 02-01120-01
Inspection of Foundaoon Fill
At your request, we have evaluated the In-place density of the crushed aggregate base placed on the foundation
excavation for the proposed new single-family residence at the subject address
The in-place dry density of the approx. 6-lnches of crushed aggregate exceeds 95% of the maximum as
determined by ASTM 0698.
We recommend approval 01 the foundation base, as constructed, by City of Springfield building officials
Thank you for the opportumty to be of service Please call us if you have questions or need further assistance.
Respectfully,
[)(PIR[S
Michael Remboldt, P E.
PrincIple, K & A Engineering, Inc_
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In-Place Densrty
6655 AarOll
Sprmgfleld, OR
In.Place Density Moisture Conient
Initial Final Wet M()lsl Dry Dry
Reading, Reading, Density, Sample + Sample+ Moisture Density,
Test No. el cf Volume, cf Weight, g Weight, III. pc' Pan, D Pen,D Pan, g. Content, % pc' % Compaction
1 0.01121 00210 0.00980 6293 1.39 141.6 100.7 359.4 3434 6_6% 132 95%
2 0.0112 0.0230 001180 803.7 1.77 1502 999 333.9 319.8 6.4% 141 1011)0
3 00112 00215 0.01030 69391 153 146.5 98.3 290.6 2775 7.3% 136 99~
ASTM 0698 for 3/4"in. minus
1390 pet
Average
Std. Dey.
6,8%
0.5%
98%
3.0%
Client Bruce V>l~echert Custom Homes
ProJect. go 02
K & A Engineering, Inc.
10i7/2002
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