HomeMy WebLinkAboutPermit Field Test & Inspection Report 2004-12-6
- -~....
I
~t
K & A Engineering, Ine,
IP,O, Box 23624, Eugene, OR 97402
521 Market St., Suite B, Eugene, OR 97402
(541) 684-9399 Voice
(541) 684-9358 FAX
.a
engineering
':,
December 6, 2004
Project: 83 04
Dave Duncan Construction, Inc
105 Seneca Rd
Eugene, OR 97402
Subject Spnngfleld BUlldmg Permit COM2004-01 031, '
991 S 6]1'1 St
Inspection of Foundation Fill
I
.
"
At your request, we have evaluated the m-place density of %-mch mmus dense-graded crushed aggregate fill
placed on the foundation pad for the subject new smgle-famlly reSidence Based on our field testmg, the m-
place dry denSity of the crushed aggregate exceeds 95% of the maximum as determmed by ASTM 0698
\
We recommend approval of the crushed aggregate fill, as placed, by City of Sprmgfield building official
"--"
Thank you for the oppo~umty to be of service Please call us If you have questions or need further assistance
Respectfully,
"
~/
"
" .
,
,;
,
"
1
,
"
Michael Remboldt, P E
Pnnclple, K & A Engmeenng, Inc
EXPIRES li~ {&...~
~
\'
/
~
i
(]
In-Place IIty
991 S 67th Street
Springfield, Oregon
'"
Date Tested
In-Place Density 12/3/2004
Imtlal Fmal Wet MOist Dry Dry
Reading, Reading, Volume, Density, Sample + Sample+ Moisture Density, %
Test No. cl. cf cl. WelQht, p Weight, lb. pcf Pan,p Pan,g Pan, g Content, % ~cf Compaction
1 o 0037 o 0209 001720 11445 250 1454 1001 8703 8299 55% 137 101%
2 o 0035 00197 001620 10754 235 1449 1003 7835 7835 00% 145 107%
3 o 0036 o 0247 002110 1375 0 301 1426 981 917 3 917 3 00% 143 105%
ASTM 0698 for 3/4" minus = 1360 pcf Average 18% 104%
Std. Dev. 32% 29%
Client Dave Duncan
Project 83 04
K & A Engineering, Inc
12/6/2004
Spnngfleld Permit No COM2004-01031
/'