HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-6-12
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REPORT OF TESTING SERVICES
Tested For:
KH Construction
3619 Kendra Street
Eugene, OR 97404
Project:
"Just Brew It" Coffee House
Location:
3636 Game Farm Road
Springfield. Oregon
Date:
June 12.2008
Lab No.:
Report No.:
Page No.:
08.122
722-80144-1
1of2
Results of laboratory tests performed on (1) Brown Silty Sand with Gravel sample obtained by our representative
on June 12, 2008 in accordance with ASTM D4220,
If you have any questions regarding this report. please feel free to contact us a("541-746-9649,
CCB #176269
Re~~CtfUIlY Submitted, ,
pr~tn~7pustries, Inc.
Steven E, Wilder
Laboratory Supervisor
c:
City of Springfield
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PRqFESSIONAL SERVICE INDUSTRIES.
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I ~ \ \ Description of Material
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\ \ \ Corrected Dr:v.Maximum Densitv 128 PCF
\ \'~ ~ Corrected Ootimum Moisture 11 %
\ ~~ t AASHTO T85 (Estimated)
I \ Bulk Soecifc Gravitv 2.65
. \ \ 1\ Absorotion 2 %
I~-,,/~ ' AASHTO T27
\ \ N '- Percent Oversize Aooreaate + 3/4" 20.7%
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I I : 1- -~I- \ \1\. Curves of 100% Saturation
_ _ I J + _ _ _ _1_1_ _+ _ _1_ _ tl 1- \ \ \.'1..\ ~?r Specific Gravity Equal to:
90=-'-t+--I- 1-f===J I I ----- \.~\ s:\ 2.90-
I I --I 1----1 + -f\ \. \~ ,2,80
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WATER CONTENT, %
I MOISTURE-DENSITY RELATIONSHIP
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On Site Stockpile
ASTM 02488 Brown Silty. Sand With Gravel
Date Tested: 6/1Sio8 ~
AASHTQ T-1BO Method 0 Wet Prep.
f'ertormed With A MechaOlcally Operated
Sector Face Rammer
TEST RESULTS
120.4 PCF,
13.4 %
MaximumDry Density
Optimum Water Content
AASHTO T224
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,Client: KH Construction
Project: "Just Brew It" Coffee House
Location: 3636 Game Farm Road. Springfield, Oregon
Number: 722-80144-1 Lab No 08-122 page 2 of2