9906-037 (SFD) Compaction ReportjInformation
W7To Build On
Engineering • Consulting • Testing
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: BILL SHIELDS PROJECT: 53-545 AVE RAMI_REZ
PO BOX 3578 LA QUINTA, CA
PALM DESERT, CA 92261
DATE: July 13, 1999 OUR REPORT NO.: 073-90166-2
TEST DATA: (1) Very fine very silty sand. OPT. MOIST. = 12.50
1
TEST TEST SOIL
NO. DEPTH — ELEVATION . L NUMB
1 8" FG
' I I
2 8" i FG
3 8" i FG -f
I
4 811 j FG I
i I I
1 I
1 1 •
•
TEST LOCATION:
E
NE
corner of
house,pad.
2 i
D
I
I MAXIMUM I
LAB DRY* i WATER
DENSITY —� CONTENT
WET
DENSITY
DRY
DENSITY
PEPCENT
COMPACTION
COMMENTS'-
Spec. 90%- Min
`
1
i 112.0 ! 10.7
113.4.
102.4
91.4
it - A
1
I 112.0 i 10.8
112.8
101.8
93.9
11 - A
1
I 112.0 J 10.5
117.2
106.1
94.7
i1 - A
11 112.0 ��,11.1
115.5
104.0I
92.9
it - A
I
11
NE
corner of
house,pad.
2 i
' SE
corner .of
house
pad.
L......
13
SW
corner of
house
pad.
4 -
NW
corner of
house
pad.
NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D301.7-88(93) 'COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCEN— COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight3. BASE COURSE WITH SP=CIFICATIONS
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE C. RETEST -5F PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. MOISTUFE BELOW SPECIFICATIONS
* (1) ASTM D1557 Procedure A
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: Juan Nunez Professional Service Industries, Inc.
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
Professional Service Industries, Inc. • 42-240 Green Way, Suite C • Palm Desert, CA 92211 • Phone 760/341-5790 --Fax 760/341-5794
PSI A-100-2 (J)F