0208-266 (SFD) Compaction Report3
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NOV 08 '02,18:05 FR S TO 9=56868472 P.02/02
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Engitneerihg a Coesfulting Testing
REPORT OF FIELD' COMPACTION,^TESTS
TESTED FOR: CONTEMPORARY HOMES' PROJECT: 51360 'AVENIDA .RAMERIZ
PO BOX. 11,41 r' . LAQUINTA, CA
LA QUINTA, ,. CA 92-253' I -
DATE: November .06, 2002.OUR`REPORT NO.: 073-,20304-•2
TEST BATA: (1) Medium grained silty .sand. `OPT „ MOIST_ -10.51; •
a,
MAXIMUM COMMENTS•
TEST TEST SOIL 10 LAS DAY WATERY.- � WET w ,DRY PERCENT SpeC 90$ Min
No. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY 'DENSITY COMPACTION
1 8" FG 1 118.0 8.8 12'4^ 8 114 7. 97.2 1 - A
2 B" FG ' 1 118.0:: 9, ^Z . 1.23.5 �'1T3 . 1 ;. 95.6 1 - A
3 $" FG 1 118. 0 . 9 9 e " 123.4 112,..3 % 95.2 1 - A
4 8" FG 1 118..0 .8. 0,,.,j1 122:4 113.3- 96.0 1 - A
A —
TEST LOCATION: Building pad.
1 NW corner of pad
2 NE corner of pad,...,
3 SE corner of pad 4
4 Sw corner of pad '
NOTES. TESTS PERFORMED PER ASTM D2922-96 8'ASTM'D3017-96 -COMMENTS: i F I L L, MAT ER [A L x, A..TEST RESUITSCOMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs.Per'dubicdoct r 2. BACKFILL B::4PERCENT+COMPACTION DOES NOT COMPLY
WATER pONTENT: PerCzntof,dryweight, 3;,BASECOURSE WITH SPECIFICATIONS
PERCENT. COMPACTION BaseO on maximum dry ' a: SUBBASE>" a' 4 C. RETEST'OF,PREVIOpUuS TEST
dens/ obtained on sample indicated by' S. SOIL`CEMENT ,. D. MOISTURE,IN'.EXID S I SpP.E6CIFICATIONS
soil I�number: ! 6: OTHER E. MOISTURE'BELOW SPECIFICATIONS'
* (1) ASTM•:D1557-00'.METHOD�A r'
TEST INSTRUMENT: l STANDARD COUNT M: D:
REMARKS: PSI did -not monitor the material placement. —ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: Juan Nunez ii :: ,' Processional Service Indds6ies, Inc.
THESE TEST 9C3VLT5 AvvLY OMT TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENTANY On`IrR LOCATION: Oft CLCVATIONe.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, wrn4ouT WRrTTEN PERhUSoION BY PFOFES'a10NAl'SERVICE INDU+TRIBE; INC. -
PSI A.foOd (4)F. Professional.. Service Industries, Inc. -•.42-240 Green Way, Suite C Palm,Desert, CA 92211 - Phone 760!341-5790 - Fax.760/341-5794'
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