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REPORT NO. 1
JOB NO. 1592 -0066
9200 KING ARTHUR DR. • P.O. BOX 560684 • DALLAS, TX 75356 -0680
PROJECT: Sandy Knoll /Shadowcrest
Drainage Improvements
91
90
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0 89
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3 88
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:J 87
86
85
84
FEB 14 . _
DATE 2/17/93
TESTED FOR. Gibson & Assoc.
P. O. Box 800579
Balch Springs, TX 75180 -0579
COMPACTION TEST REPORT
ASTM D 698 COMPACTION TEST N0. 1
25 blows per each of 3 layers, with 5.5 pound hammer
and 12 inch drop using 4 inch diameter mold.
Test performed on minus No. 4 size material.
Location: On -site Native Material Treated with Lime
Classification: Dark Gray Clay with Lime
Minus No. 200 E
Liquid Limit %
Plastic Limit $
Plasticity Index
C 6
Specific Gravity , OF TC�`
Maxi mum U n i t Dry Weight 90.2 PC 4W C. " .•` " " °•` ° °`• '�' `�
Opt imun Moisture Content 28.3
Date of Test 2/12/93 Type 72 x� °•_ ^*.�° �2
c l J h 'f C
REVEC- FULLY SLEVITTED. �d.� 64540il €
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26 27 28 29 30 31 32 33 34
Moisture Content M