0209-003 (SFD) Compaction Reportn iInformation
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Engineering • Consuiting • Testing
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: MIKE DIAZ PROJECT: 51-265'CALLE RHONDO
PO BOX 1595 LA QUINTA, CA
LA QUINTA, CA 92253
• +- 1 ^
DATE: December 18, 2000 OUR REPORT NO.:073-00350-2
TEST DATA: (1) Fine to medium grained silty sand. OPT. MOIST. = 12.0%
TEST
NO.
TEST
DEPTH
ELEVATION :
SOIL ID
NUMBER
MAXIMUM
LAB DRY t
DENSITY
WATER
CONTENT
WET
DENSITY
DENSITY
P=RCENT
COMPACTION
COMMENTS'
Spec. 9.0% Min
1
811.
FG
1
118.0
10.4
123.9
112.2
95.1
1 - A
2
811
FG
1
118.0
10.9
125.3
113.0
95.8
1 - A
3
811
FG.
1
118.0
10.2
125.6
114.0
96.6
1 - A
4
811
FG
1
118.0
10.5
125:2
113.3
:96.0
1 - A r,
r•
r
TEST LOCATION: House pad.
1
NE
corner.
2
NW
corner.
3
SW
corner. .
4
SE
corner.
NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D3b17-96 'COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight. 3. BASE COURSE . WITH SPECIFICATIONS
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE C., RETEST OF PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOIS—URE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. ,MOIS . URE BELOW SPECIFICATIONS
* (1) ASTM D-1557, 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. W
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 760/341-5796 • Fax 760/341-5794
PSI A•100.2�4)F