2006-05-31_REVISION - M1978056 ‎(12)‎

• Permit No: M1978056
• IBM Index Class Name: REVISION
• Doc Date: 5/31/2006
• Doc Name: Slope Stability Analysis
• From: Varra
• To: DMG
• Type & Sequence: TR2
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR 7W TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MK 19 MIN. 4 MIN. I MIN. '200 '100 '60 40 '30 '16 '10 '8 '4 310" 3W' 11M 3' S"B' 8"
0
100

O

60
d
z

w '
CL 6

10 AM 90
0 01 0.002 .005 .009 .019 .097 .074 .149 .297 0.42590 1.19 20 298 4.76 9.52 19.1 36.1 762 12TG
DWMETER OF PARTICLE N MILLIMETERS T
SANDS GRAVEL
CLAY (PLASTIC) TO SILT (NON PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES

90 10

2D
80
70 30
-:
z z 40

so
50

40

30 - -- - 70

80
20

ry
i(N1
Sample of SAND GRAVELLY SLIGHTLY SILTY (SP) cwwEl _46 -Yb bAvu 4a 70
From B - 3 AT 14,19,24 FEET SILT 8 CLAY 5 % LIQUID LIMIT %
PLASTICITY INDEX - %
Gradation
00
. 0
10
90 _
20
80
-_ ---- -- - 30
70
40
60 _

50
50

40 60

70
30
80
20
90
10
-- - - -
-- - -
60 MIN. 19 MIN. 4 MIN. 1 MIN. 12M MOD 60 '0 v M6 '10'8 4 318" 314" 1K" S' S'8' e"
46 MK 15 MOJ
EL
100
F-- I CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL
FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, GRAVELLY L?GRAVEL 27 9'6 SAND 68% %
From B - 5 AT 14,19,24 FEET _ SILT & CLAY --5 % LIQUID LIMB _ -
-- --- -- PLASTICITY INDEX _- °o
PROJECT NO. FC03746-125 Test Results FIG: 3

HYDROMETER ANALYSIS SIEVE ANALYSIS
26 HR 7 HR TOM READINGS U.S. STANDARD SEISES CLEAR SQUARE OPENINGS
1

a
W

0 01 Q002 AN .009 .018 .037 .074 .149 .2N 0.42 1.19 2-02.38 4.79 9.52 19.1 98.1 78.2 1;%220D
OIANIETER OF PARTICLE IN MILLIMETERS