HomeMy WebLinkAboutMiscellaneous Correspondence 2010-6-3
Jun. 3. 2010 8:34AM
K&A Engineering 5416849358
No. 3788 P. 2
(3
},
,
K 8. A Engineering, Inc.
P.O. Box 8486, COburg, OR 97408
91051 S Willamelle St., Co burg, OR 97408
(541) 684-9399 Voice
(541) 684-9358 FAX
f.'nginl'f.'rlng
June 2, 2010
ProJect: 10082G
Vern Benson
940 Hwy 99 N
Eugene, Oregon 97402
Subject: Springfield Building Permit COM201 0-00383
224 58'h Street
. Inspection of Foundation Fill
At your request, we have inspected the in-place density of granular fills placed on the subject foundation pad.
The fill consists of a layer of 3-inch open graded quarry stone, capped with approximately 4-inches of %-inch
minus, dense graded aggregate.
The thickness of the %-inch aggregate on the foundation pad did not exceed 4-inches. Therefore, we could not
accurately measure the in-place density.
We recommend approval of the foundation fill, as constructed, by fhe building official.
Thank you for the opportunity to be of service. Please call us if you have questions or need further assistance.
Respectfully,
EXPIRES
Chuck Du Fault, P.E.
K & A Engineering, Inc.