2002-03-29_REVISION - M1999034 ‎(2)‎

• Permit No: M1999034
• IBM Index Class Name: Revision
• Doc Date: 3/29/2002
• Doc Name: Engineered Embankment TR
• From: Applegate Group
• To: DMG
• Type & Sequence: TR3
• Media Type: D
• Archive: No

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HYDROMETER ANALYSIS SIEVE ANALYSIS
26 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SOUARE OPENINGS
46 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. i MIN. R00 •100 '50 '40 '30 '16 '10 'B '4 3I8' 3/4' 1'h' 3' 6'6' e'
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DIAMETER OF PARTICLE IN MILLIMETERS
54 N11S
Sample of SAND, SILTY (SM)
From S-1
GRAVEL 0 % SAND 61
SILT 8 CLAY 3g % LIQUID LIMIT -
PLASTICITY INDEX -

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. T HR. TIME READINGS U.S. STANDARD SERIES GIEAR SOVARE OPENINGS
d5 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. i MIN. '200 '100 '60 '40 '30 '16 90 '8 'd 318' 3/4' 1'/a' 3' 6'6- 8'
100

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.00 1 0.002 .005 .009 .019 .037 .074 .id9 .297 .690 1.19 2.0 2.38 4.7fi 9.52 19.1 36.1 76.2 127 20 0
0 d2 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL
FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, SILTY (SM)
From g_Z
JOB NO. 32,637
GRAVEL z3 % SAND 48
SILT 8 CLAY 29 % LIQUID LIMIT -
PLASTICITY INDEX -
Gradation
Test Results FIG.A-2