HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-3-1
,. Mar, 2 2007 430PM
No. 1625 p, 9/33
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K & A Engineering, Inc.
3327 Roanoke Ave., Eugene, OR 97408
(541) 684.9399 Voice
(541) 684-9358 FAX
I.'ngineuing
March 1, 2007
Project 151,06
Hayden Enterprises, Inc.
2464 sw Glacier Drive #110
Redmond, OR 97756
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Subject: Jasper Meadows-Lot 188
Springfield, Oregon
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 approximately 8 to 30-inches of 1 Y,-inch minus dense graded crushed aggregate.
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We inspected the placement and compaction of the 1 Y,-inch minus dense graded crushed aggregate.
Adequate compaction was determined in the field from test strips and visual estimation of OPtimum water
content This material was placed in 12'inch maximum lifts and compacted, Compaction was achieved by
rolling the pad with a high capactty vibratory steel drum roller until there was no significant deflection of the
granular material at the edge of the roller observed.
We recommend approval of the foundation fill, as constructed, by the building official.
Thank you for the opportunity to be of service, Please call us if you have questions or need further assistance.
Respectfully,
ElIPIRES~
Michael Re~bo~t, P.'E. -
Principle, K & A Engineering, inc,
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SCALE: 1" = 20'
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BUlLDING SETBACKS
FRONT GAR 18' (FROM PL)
FRONT BLD 10' (FROM PL)
SIDE 5' (FROM PL)
REAR 10' (FROM PL)
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HAYDEN HOMES
2464 SW GLACIER PLACE, SUITE 110
REDMOND, OR 97756
(541) 923-6607
LOT 188
5741 GARAPATA COURT
JASPER MEADOWS 5 SUBDIVISION
SPRINGFIELD, OREGON
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