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
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 'S0 'd0 '30 '16 '10'6 '4 318' 3l4" 1'h' 3' S"6" B"
_.. ._ _.. .. ___ __ _.._. _. .__- _ .~__ ._ __ _. _.. ... __. " -" I- __ ... __. ._ .._~.. _.

)7 0.002 .005 .009 .078 .03] .074 .149 .297 590 1.19 2.02.38 4.76 9.52 79.7 36.7 76.2 201
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DIAMETER OP PARTICLE IN MILLIMETERS
Sample of SAND, SILTY (SM)
From S-7
GRAVEL 700 % SAND -30
SILT & CLAY 30 % LIQUID LIMIT -
PLASTICITY INDEX -

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. ] HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 "50 '40 90 'i6 90 -8 -4 3/8' 3/4" Ph- 3" 5"6" e"
100 0

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,. ~ ' 100
.00 1 0.002 .005 .009 .019 .03] .W4 .149 .29T .590 1.19 2.0 2.38 4Ifi 9.52 19.1 36.1 ]6.2 72] 20
0.42 152 0
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL
FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, CLAYEY (SC)
From S-$
JOB NO. 32,637
GRAVEL 23 % SAND 4g
SILT & CLAY 2$ % LIQUID LIMIT -
PLASTICITY INDEX -
Gradation
Test Results FIG.A-5