9906-035 (SFD) Compaction ReportAMA®
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Engineering • Consulting • Testing
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REPORT OF FIELD COMPACTION TESTS
TESTED FOR: •BILL SHIELDS PROJECT: '53-565 AVE RAMERIZ
PO BOX 3578 LA QUINTA, CA
PALM DESERT, CA 92261
DATE: July 13, 1999 OUR REPORT NO.: 073-90167-2
TEST DATA: (1) Very fine very silty sand. OPT.. MOIST.= 12.0%
TEST j TEST ! SOIL
NO. DEPTH ELEVATION NUMB
1 811 FG
2 I 811 FG
i
3 8 " I FG
1 4 81. FG
i I
TEST LOCATION:.
I 1 'i SW corner of house pad.
2 NW corner of house pad'.
3 NE corner of house' pad.
4 SE corner of house pad.`
1
ID I
ER
-
1
MAXIMUM
LAB DRY *
DENSITY
-' - ---"
:112.0
WATER
CONTENT
--
13.6
WET I
DENSITY
I
115.0
•�
DRY
DENSITY
101.2
PERCENT (Spec.
COMPACT ON
—ION
—'
SO.4
r COMMENTS'
90% Min
1 - A
:1L
112.0
13.1
116.6
103.1
S2.1
:1 - A
l
l 112.0
I 10.8
115.1
103.9
5.2.8
it - A
1'1
112.0U
11.1
116.71
105.0!
G3.8
11 - A
NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D3017-88(93) 'COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCE"T COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight3. BASE COURSE WITH S'ECIFICATIONS
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE. C. RETEST OF PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOISTL RE IN EXCESS OF SPECIFICATIONS
soil ID number. . 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (1) ASTM D1557 Procedure A
TEST INSTRUMENT: STANDARD COUN- M: D:
REMARKS: PSI did not monitor the material placement. ADJUSTMENTDAT^ 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
Pr: A-100.2 (1)F