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. STANOARp SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 1 MIN. 1 MIN. '200 '100 'S0 '40 '30 '16 '10 'B '4 16' 3/4' 1Ya' 7' S'6' B'
100
~ ~ p
90
10
~
20
70 w
i 70
z
'^
i 60 a
w
as
rc

50 F
v
~ 5D ~
¢
0.40
60
30 ]
0
HI 6D

1D 9D
0 ~ 100
.001 0.001 .005 .009 .019 .0]] .0]4 .149 .T9) .590 1.19 TO 1.79 4.]6 9.52 19.1 ]6.1 ]fi.T 1T] 100
0 <T 1ST
DIAMETER OF PARTICLE IN MILLIMETERS
CUY (PLASTIC) TO SILT
NON~PLASTIC SANDS GRAVEL
I
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of CLAY, SANDY (CL)
From CTP - 3 AT 4 FEET

GRAVEL 0 °/a SAND __ 20
SILT 8 CLAY _ 80 % LIQUID LIMIT 31
PLASTICITY INDEX i4

HYDROMETER ANALYSIS SIEVE ANALYSIS
i5 HR. ] HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
OS MIN. 15 MIN. 60 MIN. 19 MIN. a MIN 1 MM. '100 '100 'S0 '40 'JO '16 •10 'B '4 OIB' 3IP ffi' 3' S'6' 6'
t00 0

90
10
eD zD

]a °
7D
z
N ~ F
n 60 40
w
K
50 50
~
¢

u 40

~ U
o
w
D
6
70 ]0

TO BO

10 90

0 100
.00 1 0.002 .005 .000 .Ot9 .03] .014 .149 .191 .590 1.19 10 1.36 4.1fi 9.52 19.1 36.1 ]6.2 12] 10
OA2 1ST 0
DIAMETER OF PARTICLE IN MILLIMETERS
LLAY (PUSTIC) TO SILT
NON
PUSTIL) SANDS GRAVEL
1
~ FINE MEDIUM COARSE FINE COARSE COBBLES
Sample Of CLAY, SANDY (CL)
From CTP - 3 AT 9 FEET
•
JOB N0. 32,611
GRAVEL 4 % SAND _ 18
SILT 8 CLAY 78 % LIt]UID LIMIT _ 2_9
PLASTICITY INDEX 10
Gradation
Test Results FIG. B-5