0206-013 (SFD) Compaction ReportUL, I ey •16z� 1,(: WY F -H TO 95644202 P.02/02
M�;Information
.To Build On
Engineering • Consulting r Testing
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: PROJECT:
C��""'�`
Ca
r
DATE: 10/ D L
TEST DATA: `
OUR REPORT NO.: d ' Z.o
TEST
NO.
GATE
ELEV.
DEPTH
SOIL ID
NUMBER
MAXIMUM
LAN DRY
DENSITY
CONTENT
IN PLACE
IN DRY
DENSITY
PERCENT
COMPACTION
COMMENTS'
3, BASE COURSE
WITH SPECIFICATIONS
density obtained on sample indicated by
4. SUBBASE
C.
RETEST OF PRS TEST
soil ID number.
5. SOIL CEMENT
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109.3
TEST LOCATION:
NOTES: DENSITIES SHOWN: Lbs. per cubic foot
'COMMENTS: 1, FILL MATERIAL
A.
TEST RESULTS COMPLY WITH SPECIFICATION
WATER CONTENT: Percent of dry weight
2. BACKFILL
B.
PERCENT COMPACTION DOES NOT COMPLY
PERCENT COMPACTION: Based on maximum dry
3, BASE COURSE
WITH SPECIFICATIONS
density obtained on sample indicated by
4. SUBBASE
C.
RETEST OF PRS TEST
soil ID number.
5. SOIL CEMENT
D.
MOISTURE IN :EH OF SPECIFICATIONS
6. OTHER
E.
MOISTURE BEPF-�FICATIONS
REMARKS:
submitted,
Professional Service Industries, Inc. - 42-240 Green Way, Suite C • Palm Desert, CA 92211 • Phone 760/341-5790 - Fax 760/341-5794
PSI A-160.2 (3)
W* TOTAL PAGE.02 Wx.