HomeMy WebLinkAboutPermit Field Test & Inspection Report 2002-1-9
. !
I
-a
K & A Engmeenng, Inc
POBox 23624, Eugene, OR 97402
521 Market St , SUite B, Eugene, OR 97402
(541) 684-9399 VOIce
(541) 684-9358 FAX
engineering
January 9, 2002
Project 2 03
Bruce Weichert Custom Homes, Inc
3375 Park Hills Dr
Eugene, OR 97405
Subject Evaluation of In-place DenSity
Crushed Aggregate Foundation Base
6691 Aaron Ct , Springfield
BUilding Permit No 01-01382-01
At your request, K & A Engineering, Inc has tested the subject crushed aggregate for In-place denSity, and we
have determined that It has a dry denSity exceeding 95% of maximum as determined by ASTM 0698
We recommend approval by the local bUilding offiCial for use as a support for conventional footings
Please call If you have any questions
Sincerely,
I'~(~ / -
EXPIRES I "' / /, --
I I
~()t- Gfo a
Michael Remboldt
K & A Engineering, Inc
;
I
r
In-Place Density
Crushed Aggregate Footmg Base
6691 Aaron Ct
In-Place Density MOisture Content
Fmal Wet MOist Dry Dry
Initial Readmg, Weight, Density, Sample + Sample+ MOisture Density, %
Test No Readmg, ct ct Volume, ct Weight, g Ib pet Pan, g Pan,g Pan, g Content, % pet Compaction
1 o 0065 o 0427 o 03620 24190 533 1473 985 9269 8893 48% 1401 101%
6 o 0066 o 0488 o 04220 2661 2 587 1390 1005 8529 8156 52% 1321 95%
7 o 0063 00511 o 04480 2870 8 633 141 3 1003 9185 8790 51% 1341 96%
Maximum Dry Density 139 0 pcf Average 51% 96%
1 1/2" minus cr agg - Metro Rock Projects, Spnngfleld Std Dev 01% 12%
Chent Bruce Weichert Custom Homes
Project 2 03
K & A Englenermg, Inc
01/09/2002