0304-295 (SFD) Compaction ReportJUL 21 '03 15:30 FR
ffi ,Information
Build On
Engineering • CamuNng • Testing
TO 9-7777011
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: DAVE ATTINGTON PROJECT; 52720 AVE RA1VURZZ
POWER FINAI4CE LA QUTNTA, CA
PO BOX 134
LA QUINTA, CA 92253
DATE: July 02, 2003 OUR REPORT NO.: 073-30258-2
TEST DATA: (1) Very fine grained silty sand. OPT. MOIST. 11-0V
P. 07/07
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ME
--" I CO TS
MAXIMUM M N
TEST TEST SOIL 10 LAB DRY +► WATER NET DRY PERCENT Spec. 9DEN5IYYCOM9()%-Min
NO, DEP7HELEVATION NUMBER DENSITY CONTENT DENSITY - 'PFCTION
- -- -- --•- � . 0 981.3 1 - A
1 S" FG 1 115.0 12.7 127.4 113
28,. FG 1 115.0 8-4 17.5-4 106.5 92.6 1 - A
3 $„ FG 1 115.0 8.7 117.0 107.6 93.6 1.- A
4 Sit I FG I 1 115.0 9.1 l 115.6 106.0 92.2 11 A
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TEST LOCATION: House pad -- 52-720 Ave Ramirez
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NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM 03017-96 *COMMENTS: 1. FILL MATERIAL' A- TEST RESJLTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILI. B, PERCENT ZOMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight. 3. BASE COURSE WITH SP IFICATIONS
PERCENT COMPACTION: t oseq On maximum dry 4. SUBBASE � C. RETEST � PREIIIp S TEST
density COMPACTION!
on Sample Indicated ed by 5. SOIL CEMENT D. MOISTURIE IN EXCE�S OF SPECIFICATIONS
density
I t number. 6. OTHER E. MOISTURE BELOW PECIFICATIONS
* W ASTM D1557-00 METHOD A
TEST INSTRUMENT: STANDARD COUNT N1: D:"
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
TECHNICIAN: Juan Nunez
Respe-Ifully submitted,
Professional Service Industries, Inc.
THESB YE$T RESULTS APPLY ONLY TO THE SPECIFIC LOCAYiONS NOTED AND MAY NOT REPRESENT ANY O Hee LOCATIONS OR CLE VATI )NE. ,
REPORT$ MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PCRMt$S40N BY PROFESSIONAL SERVICE INDUSTRIES. INC.
Professional Service Industries, Inc. • 42-240 Green Way, Suite C •Palm Desert, CA 92311 it Pfione 760/341.5790 • Fax 760/341-5794
PSI A.100.2 (4)F - -
* TOTAL PAGE.07 WW