14709 (SFD) Compaction ReportProfessional Service Industries, Inc.
REPORT OF FIELD _CO.MPACTION'TEST ,S'°
I;
TESTED FOR: ATTN: 'MILE' TUVALL PROJECT: 5118.0• AVENIDA RAMIREZ ,
SUNROSE.PROP.ERTIES INCLA QUINTA; CA
72-850 SOMERA:ROAD
PALM' DESERT,,'CA 92260
DATE: February 23-,'.19-95' OURAEPORT.N0.:073-5.0036=00002
TEST DATA: (00001) Fine Grained Silty Sand OPT.. MOIST., _ 11.`5%.
TEST
NO.
TEST
DEPTH
ELEVATION
SOIL ID
NUMBER
MAXIMUM
LAB DRY. k
DENSITY.;„ .
•°WATER
-CONTENT
WET
DENSITY.
DRY
.. DENSITY
PERCENTPec
COMPACTION
COMMENTS'
S . 90'k Min
1
8"
F. G.
1
118.5
6.4
120..0
110.:7
93.4
2 - A
2
811
F. G. *.*.
1
118.5
8.7 '
119.4
109.8
92.7
2 - A
3
8"
F.G **
1
118.5.
7.8
120:2.
111.5
94.1
2 - A
4
8"
F. G. **.
1
118.5
9.2
12 0..'0
109.9.
92.7
2 - A
**F.G.=Finshed grade**
Respectfully submitted,
TECHNICIAN: Shawn Wynn -
r
Professional Service Industries, Inc.
THESE TEST RESULTS RELATE ONLY TO THE -SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT -RESPONSIhi FOR ANY OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT 8E REPRODUCED, EXCEPT INFULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE' INDUSTRIES,. INC.
PSI A-100.2 (3)F
42-240 Green Way., Suite C • Palm Desert;:CA' 92260.;•
....... .
• Rhone:'619/341-5790 , • Fax: 619/341-5794
c
TEST LOCATION: House Pad
1
North end
2
West end
3.
Center
4
South Fend
-
NOTES: TESTS PERFORMED. PER ASTM 1)2922=91 6 ASTM D3017-88(93)_ *COMMENTS'
e
4. 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. MOISTURE IWEXCESS OF SPECIFICATIONS
soil ID.number.
6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00001) ASTM D-1557, Procedure A
TEST INSTRUMENT: Troxler; 3411-B.
STANDARD COUNT M: 00 D: 00
REMARKS: PSI DID NOT. ,MONITOR :THE FILL PLACEMENT.
.;ADJ.USTMENTDATA M: 00 lD: 00
**F.G.=Finshed grade**
Respectfully submitted,
TECHNICIAN: Shawn Wynn -
r
Professional Service Industries, Inc.
THESE TEST RESULTS RELATE ONLY TO THE -SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT -RESPONSIhi FOR ANY OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT 8E REPRODUCED, EXCEPT INFULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE' INDUSTRIES,. INC.
PSI A-100.2 (3)F
42-240 Green Way., Suite C • Palm Desert;:CA' 92260.;•
....... .
• Rhone:'619/341-5790 , • Fax: 619/341-5794