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 ANALVSIS
25 HR. ] HR. TIME RE401NG5 U.B. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. d MIN. 1 MIN. '1CV '100 'S0 '40 '70 'Ifi 'fp '6 'd 316' 3IJ' IYa' J' S'6' 6'
100 T T p
90 ~~ ~~ 10

BO
20
]U
i
ti ~ 30 w
z

n fi0 r
4p

F
~ ,V
~
50 ~ w
~
~ 50
¢
d0 0 a
6
70 p
]
20 fi0

10 ~ 90

p 100
.00 1 0.002 .005 .009 .019 .OJ] .0)4 .td9 .29] .590 1.19 2.0 2.36 d]8 9.52 19.1 361 ]6.2 12) 200
0.42 152
DIgMETER OF PARTICLE IN MIILIMETERS
CLAY (PLASTIC
TO SILT
NON~PLASTIC) SANDS GRAVEL
(
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of CLAY, VERY_SANDY_(C_ L)
From CTP - 1 AT 4 FEET
•
•
GRAVEL 1
SILT 8 CLAY _65
PLASTICITY INDEX
SAND __ 34
LIQUID LIMIT 27
11

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. T HR. TIME RFAOINGS U.B. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 1 MIN. 1 MIN '200 't00 'S0 'd0 'JO '16 't0 'fi 'd 316' 314' tY.' 3' S'6' 6'
100 0

90 1
0
60 2
0
)0 w
JO
z
N
4 60 Q
40 w

U 50 50 w
~ K
00 6
80
JO )0

20 80

10 90

0 100
.00 1 0002 .000 .009 .019 .07] .0)0 .149 .29] .590 1.19 2.0 2.30 4.)6 952 19.1 36.1 ]6.2 12] 20 0
0.42 f 52
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PL45TIC
TO SILT
NON
PLASTICI SANDS GRAVEL
I
-
) FINE MEDIUM COARSE FINE COARSE COBBLES
Somple of GRAVEL, COBBLE, CLAYEY (GC)
From CTP - 2 AT 20 FEET
GRAVEL _ 62
SILT 8 CLAY 23
PLASTICITY INDEX
Gradation
SAND ____ 16
LIpUID LIMIT -
'_ %
JOB N0. 32,611 Test Results FIG. r3-t