9903-125 (SFD) Compaction ReportMAY 14 '99 18:25 FR •
TO 9-5648472 P.02/02
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Engineeriniliz.. Consulting • resting
REPORT OF FIELD':COMPACTIQN TESTS
PROJECT: AVE,$
TESTED FOR: BILL SHIELDS AMIREZ
PO BOX 3578 I'A Q' CA
PALM DESERT, CA 92261
DATE: May 07, 1999 OUR.REPOR7.NO.: 073-.9.0097-2
TEST DATA: (1) Light brown silty fine sand OPT. MOIST:.
COMMENTS'
MAXIMUM i
TEST TEST ; I S00. iD LAB DRY *' 1 CWATER _F I WET DRY i PERCENT 1 Spec -_ 90g Mtn
OM
NO.
DEPTH ELEVATION I NUMBER DENSITY ONTENT DENSITY _DENSITY -COMPACTION' -
..... - .......--r _.... ••--- I I I.. i
,
1' 11.7 0 � 10.2 i 119. 7 1 106.6 92.8 i 1 - A
FIG
2 S I. 1 FG 1 117.0 1 10.6 I 119.2 107 . 8 I 92. 1 1 - A -_- —
3 �8" FG 1 117,.0 I. 10-3 I 120.7 1109.4 93-5 ;] --A —_
4 �8 " FG 1 117_.0. 10 -'3 119.9 92 9 1 -- -A — ---
--- -
NOTES: TESTS PERFORMED.PER ASTM 02922 91'8 ASTM 03017-88(93) 'COMMENTS 2. FILL M LL RIAL
BA DENSITIES SHOWN LDS. per Cublo{oot 1, E COURSE
WATER CONTENT: Percent of d�Y:weight, 4; UeP.ASE
PERCENT COMPACTION` Based on maximum dry 5. Olt: CEMENT
density obtained on sample indieated,by 6. OTMER
sol ID number..
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERC NT COMPACTION DOES NOT COMPLY
WITH PECIFICATIONS
C..RETES OF PREVIOUS TEST
E. MOISTURE BELOW SPECIE CATIO SPECIFICATIONS
* (1) ASTM D 1557, Proc. A
STANDARD.000NT M: , D:
TEST INSTRUMENT:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN c '. Juan Nunez Professional Service /ndustrres, Inc }
tS
THESE TEST RESULTS MKY ONLY 70 THE SPECIFIC LOCATIONS NOTEO.AND MAY NOT REPRESENT ANY OTNER LOCATIONS OR ELEVATIONS:
REPORTS MAY NOT BE.RQORODUCED, EXCEOT IN FULL.uNTHOUr WRITTEN PRM
EISSION ey DROFESSIONAL SERVICE INDUSTRIES, INC. F .
Professional Ssrvice Industries, Inc. • 42-240 Green Way, Suite C Palm Dssert, CA 92211 • Phone 760/341-5790 • Fax 760/341-5794
** TOTAL: PAGE.02 **
MAY 14 '99-18:25 FR TO 9-5648472 P.01/02
sus Information
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REPORT OF MOISTURE DENS . ITY RELATIONSHIP. -OF SOIL
TESTED FOR: BILL SHIELDS PROJECT' 5.4-360 AVE 'RAIMIREZ
PO BOX 3578 LA QUINTA, CA
PALMDESERT, CA 92261
DATE: May 07, 1999
—7'
3.29
OUR REPORT NO.: 073-90097-1
TESTDATA
Visual Qlassification Light brown silty fine sand
SarnpleSource
ce
House pad
Method of Test .'ASTM D 1557, Proc- A
Ramm6r- 'Mechanical Method of Preparation: Moist
Test'Results
Maximum Dry Density id 7. 0 Ibs/ft,
Optimum Moisture, -Content 12.6"%
Atterberg, Limits (ASTM Dd318-43)
LL: PL: PI: Specific,Gravity: 2.59 (estimate)
+:
Grain Size Analysis
;t (ASTM C136.93 AND/OR C117-90)
A
Sieve Percent
11 Un - 5-1 W- .11 4 W:71t, -..!! Size Passing
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MUM
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IMMUNE
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9
11
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15
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MOISTURE CONTENT, PERCENT OF*DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, Inc..
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN PULL. Wn(OVT -AITYIEN PSMIZ510N BY PROFESSIONAL SERVICE INDUSTRIES. INQ
Professional Service Industries, Inc. 42-240 Green Way, Suite C • Palin Desert, CA 92211 • Phone 7601341-5790 • Fax 760/341-5794
A-100-1 (1)F