HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-3-6
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Mar S, 2J06 11:44M~
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E'ngineulng
Fax
Tel' Larry Cooper
Fax: 334.6254
Subject: 1980 JIC St., Springfteld, OR
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K & A Engineering, Inc,
3327 Roanoke Ave" Eugene, OR 97408
(541) 684-9399 Voice
(541) 684.9358 FAX
from: Michael Remboldt, P.E.
Pages: 3
Date: 3/612006
Lany,
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Attached are the test results for m-place density and water content testing of the granular fiB placed on the foundalion
pad of the sub,iect prOject stte
Thank you tor trIa opportunity to be of service, Please call me if you have any questions.
SlTlCerely,
~
Michael Remboldt, P .E.
K & A Engineering, Inc.
Mar E 2J06 11 . 44AM
N:l 0287 P 2
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K & A Engineering. Inc,
3327 Roanoke Ave" Eugene, OR 97408
(541) 684-9399 Voice
(541) 684-9358 FAX
March 6, 2006
Larry Cooper
2955 Timberline
Eugene, Oregon 97405
Project: 47,06
Subject: Springfield Building Perm~ COM2006-00060
1980 31ll Street
Inspection of Foundation Fill
At your request, we have inspected the in-place density of granular flJts place on the subject foundation pad
The fill consists of 6 to 12mches of 3/4-inch mmus, dense graded crushed aggregate.
According to our fleld.tasting! we have determmed that the average dry density equals or exceeos 95% of the
maximum as determined by ASTM 0698.
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,
EXPIRES ~
Michael Re~~~~, ~E.
Principle, K & A EngIneering, Ine,
1 SOIl or aggregate density accordIng to ASTM 02922 and water content according to ASTM D3017
Mar, E. 2J06 11:44.~M
Density of Soli and Soil-Aggregates In. Place
ASTM 02922 and 03017
Project: 47,06
Site Address: 1980 3rd Street
Permit No: COM2006.00060
Date: j 3/6/2006
Density Test Typel: OT-6"
Operator: ceo
Material Type: 3/4-rnch minus, derse Qraded crushed aQQregate
Muimum Dry DenstlV, pcl 127,0
Standardization and Reference Clleck.1 Densltv
(Standard DeviatioO$) (S.D,)
Test No.
1
2
3
j
---I
I
J
I
Water Compaction,
Content, % %
5.7 98.2%
5.0! 961%
45 100.1%
I
I
I
Moist'
Densltv,
pet
131.8
128:1
132.9
Dry"
Density,
pel
124.71
122.01
127.1
0.8
~ Moisture,
(8 D:)
NJ. 0287 P. 3
1.44
1 Direct Tran~misslon (D1) (specify depth, in ) or Air Gap Backscatter (AGB) (specIIIY(T)ouchable or (U)ntouchable
mode
-I
I
Average:
Std. Oev.
Remarks
I
I
l
I
98.1%
2.01%
Test pertormed uSing Sedman Nuclear Corp model C.SOD, SN 21113
Client. Larry Cooper
Project. 4706
I( & A Engineering, Inc.
i
316.'2006