2010-07-13_PERMIT FILE - M2010049 ‎(6)‎

• Permit No: M2010049
• IBM Index Class Name: PERMIT FILE
• Doc Date: 7/13/2010
• Doc Name: New 112c Appl.- Part 2, Ex. M- thru Ex. S
• From: Varra Companies, Inc.
• To: DRMS
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. "200 '100 '50 '40 '30 '16 '10 '8 '4 3/6" 3/4" 11W Y. 5"6" 8"
0
100 -
..._ ..... _... -
_.: ---
_ _._-. -- -
--- t- - _ - . C
. )
.

90 im
10
J

00 .._._-.._..... ___._._._.-._ __...__._ -.-.._._.._. .__._-_ __._.__..._ ...._...___. ...._..........._.._. -.-_.. .___._..

j ._._...___ ._____..

0
2
...._.... _._.._.. -....... ..._ ......................
....

CI 70 .. .. _ ....
-
-
30 w
zz
-- -? - ......
40
60

w so '
50 Uj
E . .... _ ... .. .
.
IL 40 --- - -. r-- - - -- -- --- - -- -t- --- -- .. 60 a

..... . ..... ._.. ...
- _....... -
_
_ --
._ .__..........

........ . .
-
30 -__-. __-- ?_ _.. _-_.?_ _.._ ._ --•-_..- __.... __ ._.-- 70
20 so
.... A
10
. _. __. .. _ .. _

0 inn
590 1.19 2.0 2.38 4.76 9.52 19.1 361 76.2 127 20
01 0.002 .005 .009 .019 .037 .074 .149 .297 0
0 42
152
DIAMETER OF PARTICLE IN MILLIMETERS
PLASTIC)
CLAY
TO SILT
NON
PLASTIC SANDS GRAVEL
(
-
(
) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SND, GRAVELLY, SLIGHTLY SILTY (SP) - GRAVEL 46 % SAND 49%
From _ '6--_3-At-14,19,24 FEET SILT & CLAY _5_ % LIQUID LIMIT-----%
PLASTICITY INDEX - %

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '10D '50 '40 '30 '16 '10 '8 '4 3/8" 314" 154' 3" 5"6" B"
100 0

_ ... .
90
_..... _.... _....
.
....
_....._
__. ,.._,..
_ _.__..
..__ ..-?_..
._,
.....__
_... _.
......._..,...
.._ 10
80 20
.._.. .. .._._... ..... _ .._.. ._........_ .. _.. .. ... ___ _......__ _.?..... _._.._...... _....... _.__.__._ ... - - ...._. ......_.. ......_. _.
----------- _._.....?..
-- _.....

70 ....__. __.. .... ... ....?..._ .
w
z ____ -?.- -.- 30 W
60 40
o _...- ... --._ ...--
-' --
- --- - - --
.......... _......._. _.
z 50 - _ ....... --- - ------ -. ..... _ - .._ i _._.... --_., _.. ._. . _... _..- _.. .. _ -_ . _.. - .... _.

U 50

IL 40 60 a

30 - - - --- ---- - - --- ; 70
_.. - , . ._.
20 80

.. I _. _... ;.
..
..
..
..
....
10
.. . __
_
..........
........
.................
...........
.. _... ....
........_.. _
._....
.,._...
L .. ._.. _.
..... _ ..
_ _ .
I.
_
._.L
.... _ 90

0 1
_ }}
100
.0 01 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20 0
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
PLASTIC) TO SILT (NON-PLA STIC) SANDS GRAVEL
FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, GRAVELLY (SW)
From B - 5 AT 14,19,24 FEET
PROJECT NO. FC03746-125
GRAVEL 27 % SAND 68%
SILT & CLAY _5 % LIQUID LIMIT - %
PLASTICITY INDEX - %
Gradation
Test Results FIG. 3