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

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR. TIME READINGS U.S. STANOARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN . 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 'S0 '40 '30 'i6 '10 '6 '4 3/6' 3/4- 1'/a' 3' S'6' 8'
100
90
80
~? TO
i 60
y 50
J
L
i 40
30
20
10
0
0
__ _.. - - - -- ___ - . __ _ ..._ 1 ,._

_ .. _

n m° r,n c m ° m ° na v m e .. o o n ~ m °n °m .. ° °9 0 ~° ~ aa , m o
0
10
20
30 w
d0 w
rc
50 W
80 a
70
60
90
1M1
U.9L
DIAMETER OF PARTICLE IN MILLIMETERS
152
Sample of SAND, SILTY (SM)
From S-9
GRAVEL 26 % SANDjq
SILT & CLAY 20 % LIQUID LIMIT -
PLASTICITY INDEX -

HVDROMETER ANALVSIS SIEVE ANALYSIS
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENING3
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 'S0 '40 '30 '16 '10 '8 '4 3/6' 3/4' 1'h' 3' S'6- B'
100 0

90 _ . _ ~ _. _ ~ _. .-
10
~ _ _ - ~ 20

70 w
i 30
N ~
Q
60 I a0 w
u _ _ _ ._ _

U ~
_
--~_. H
w
50
- - - - -
W
a.40 , u
60
30 -
70
20 60
_
10
90
0 - 1 100
.00 1 0002 .005 .009 .019 .037 .074 .149 .29] .590 1.19 2.0 2.36 d.76 9.52 19.1 36.1 ]6.2 127 20 0
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAV (PLASTIC)TO SILT (NON-PLASTIC) SANDS GRAVEL
FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of
From
JOB NO. 32,637
GRAVEL % SAND
SILT & CLAY % LIQUID lIM1T
PLASTICITY INDEX
Gradation
Test Results FIG.A-6