HomeMy WebLinkAboutPermit Field Test & Inspection Report 2000-1-14
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FIElO\Ol 31~Y{REPORT
SOIL 'ANO~1<SQrt;AGGREGA TE
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1040 - A Shelley Street
Spnngfl~ld, Oregon 97477
(541)746-9649 - (541)746-7163 fax
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Client
Address
COrb~'Ha';T1s
4444-;:!Aster'Street
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Spnngfleld, OR 97477
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Project No 722300910-2
Project y Hams, Residence
..l ProJecfLocatlon "':..1 ?08 S 69t!) Place, Spnngfleld
- EqUIpment Troxler Model 3430 SN 30203
Dclte Performed January 14, 2000
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BP No
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T€'chmclan
B Nehrer
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Laboratory Soil / Aggregate Data
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MOisture DenSity Relatlcmshlp,oM32 0 Ibs leu ft at 6 0% mOls~ure, IS from our report #722-QOQ1!)-;3" for 3/4"-0 Sprmgfleld Quarry .
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Field DenSIty Tests. Nuclear Method (ASTM 02922)
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ApprOXimate DrY DenSity Percent Percent .,
Test Elev Ibs Icu ft MOisture Compaction
FRG 1267 60 960
FRG 1279 48 969
FRG 128 1 64 970
FRG 1262 55- 956
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Test No
ApprOXimate Test Location
3 feet east and 4 feet south of northwest co, ner
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3 feet east and 3 feet north of southwest comer
3 feet west and 2 feet south of northeast corner
8 feet west,and 3 feet north of southwest garage corner
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Tests performed at finished grade of fill matenal ~t house pad locations listed above ,J,
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City of Sp'nngfleld - Bob Barnha~
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F{espectfully Submitted,
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Raymond V Allpertl, CS Dept Manager
Spnngfleld Branch
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THIS REPORTlS' PFWVIOED FOR THE INFORMA TlON OF THE CLIENT ONL 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 PROFESSIONAL SERVICE INDUSTRIES