2006-05-31_REVISION - M1978056 ‎(11)‎

• Permit No: M1978056
• IBM Index Class Name: REVISION
• Doc Date: 5/31/2006
• Doc Name: Reclamation Cost
• From: Varra Companies, Inc.
• To: DMG
• Type & Sequence: TR2
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS SIEVE ANALYSIS
26 HR 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MN 19 MIN. 4 MIN. 1 MIN. VW '100 `50 40 '30 '16 '109 % 319• W IA" S• S•9" 9"
0
100

w

40 ru

w

CL

0 01 0.002 .005 .009 .019 .037 .074 .149 .287 0'590 1.19 20 238 4.78 9.52 19.1 36.1 792 177 200
162
DIAMETER OF PARTICLE IN MILLIMETERS
SANDS GRAVEL
CLAY(PLASTIC)TO SILT(NON41ASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES

90 10

80 20

70 30

60
50 so

40 60

30 70

20 go

10 90

100
Sample of SAND, GRAVELLY, SLIGHTLY SILTY (SP) GRAVEL 46 °yb SAND 49% %
From B - 3 AT 14,18,24 FEET SILT & CLAY 5 % LIQUID LIMIT -_-
PLASTICITY INDEX - %
HYDROMETER ANALYSIS SIEVE ANALYSIS
90 10
70 30
SD
80
40
30 70
20 w
IQ 90
FINE MEDIUM COARSE FINE COARSE C?LFS
25 HR 7 HR T? KEAMUO U.S. STANDARD SERIES CLEAR SQUARE OP9JMG3
45 MN 15 MIN. 60 MIN. 19 MN 4 MIN. 1 MIN. •200 M00 `50 *40 '30 h8 11019 '4 318" 9/4" 1X• 9" S"B• 8"
100 0

r?

0.0 01 0002 .005 .009 .019 .097 .074 .149 287 0.890 1.19 20 238 4,78 9.52 18.1 95.1 78.2 121 ?
DUINIETER OF PARTICLE IN MILLIMETERS
SANDS GRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC)

80 20

- , 40

?
50

-- 100
Sample of SAND, GRAVELLY (SVUiGRAVEL 27 96 SAND 68%
From B - 5 AT 14,48,24 FEET sar & CLAY--5 % uQUiDttMIT %
-- - - --- ?. - PLASnaTY INDEX
Gradation
PROJECT NO. FC03746-125 Test Results FIG. 3