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

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HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. ] HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
65 MIN. 15 MIN. 60 MIN. 19 MIN. 4MIN. 1 MIN '200 '100 'S0 '40 '70 '16 '10 '8 'A 3IB' 314' 1Ya' 3' S'6' B'
100

90
~ 0
10

80
20
]0 w
LO
z 30
z
N
n 6a Q
e
w
0
K

50 F
w
U 50
rc rc
w
o. IO w
60 a

JO ]0

20 BO

10 90

0 tW
.00 1 0.002 .005 .009 .019 .OJ] .O)d .tag .29i .590 1 t9 2.0 2.38 a.]fi 9.52 19.1 36.1 ]6.2 t2] 20 0
0.~2 t52
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC
NON
PLASTIC
TO SILT SANDS GRAVEL
)
(
~
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, CLAYEY (SC)
From TP - 7C AT 3 FEET

GRAVEL 16 % SAND _ 37
SILT 8 CLAY 45 % LIDUID LIMIT 31 °/a
PLASTICITY INDEX 16

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 1HR. TIME READINGS U.S. STANOARp SERIES CLEAR SQUARE OPENINGS
I5 MIN. 15 MIN. 60 MIN. 19 MIN. 4MIN. 1 MIN. '200 •100 'S0 'd0 '30 '16 '10 '6 •6 3/B' 1<' 1'h' 3' S- 6' 8'
100 0

90
t0
BO 20

]0 30
i
N
6 Q
AO
60
a ~ rc
i
~ ~
~
U
R Lwj
K

a 40 W
~ n

30 ]0

20 BO

10 90

0 100
.00 1 0.002 .005 .009 .019 .OJi .010 .1~9 .29] .590 1.19 2.0 2.36 9.]6 952 19.1 36.1 ]62 12] 20 0
OA2 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY
PLASTIC
P
ASTIC
TO SILT
NON SANDS GRAVEL
(
(
~
)
L
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample Of GRAVEL, VERY CLAYEY, SANDY (GC)
From TP - 9A AT 2 FEET
•
JOB N0. 32,611
GRAVEL 30 % SAND _ 25
SILT 8 CLAY 45 % LIQUID LIMIT 30
PLASTfCffY fNOEX 13
Gradation
Test Results FIG. B-1: