PERMFILE111467

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 7/5/2002
• Section_Exhibit Name: Exhibit 13 Fill Stability Report 1
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. ] HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45MIN 16MIN. 60 MIN. 19 MIN. 4MIN. 1MIN. '200 '100 'S0 '40 'JO '16 '10'6 '4 J/8' y4' tY,' 3' S'fi' B'
100
p
90
t0
80
20
O ]0 w
2 30
2
N
a
fi0 Q
w
s 40
F o:
SO w
U 50
rc rc
w
40
u
60
JO
70
20 BO

10 gp

p 100
00 1 0.002 .005 .009 .019 .OJi .0]4 .149 .297 .590 1.19 2.0 2.38 4.]6 9.52 19.1 J6.1 i6.2 127 20 0
O.d2 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT
NON
PLASTIC SANDS GRAVEL
(
-
)
' FINE MEDIUM COARSE FINE COARSE COBBLES
Sample Of CLAY, SANDY (CL)
From TP - 6A AT 1.5 FEET
s

GRAVEL 4
SILT 8 CLAY _ 75
PLASTICITY INDEX
SAND 21
LIQUID LIMIT 34
-------- --- 18

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. ] HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45MIN. tS MIN. 6a MIN. 19 MIN. 4MIN. 1MIN. '200 '100 'S0 '40 'JO '16 '10 'B '4 JIB' LI' fY.' 3" 5'6' 8'
100 0

90
10
80 20

]0 ~
i 30
2
N
a bD Q
40 w
a ~ o:
~
50 r
50 w
~
a, U
W
a 40
n
60
JO 10

20 60

10 90

0 100
.00 1 0002 .005 .009 .019 .03] .0]4 .149 29] .590 1.19 2.0 2.38 4.]6 9.52 19.1 361 762 12] 20 0
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY IPLASTIO) TO SILT INON
PLASTIC SANDS GRAVEL
-
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample Of SHALE, DARK BROWN
F(Om TP - 7A AT 6-B FEET
GRAVEL 0
SILT 8 CLAY 89
PLASTICITY INDEX
Gradation
SAND 11
LIaUID LIMIT 45
27 °lo
JOB N0. 32,611 Test Results FIG. B-11