2010-07-27_PERMIT FILE - M2009076 ‎(14)‎

• Permit No: M2009076
• IBM Index Class Name: PERMIT FILE
• Doc Date: 7/27/2010
• Doc Name: Adequacy Response- Particle Size Analysis for Soils.
• From: Venture Resources
• To: DRMS
• Email Name: ACS
• Media Type: D
• Archive: No

TR /ENVIRONMENTAL, INC.
A Texas Research International Company
•
Hydraulic Conductivity
Client: Venture Resources TRI Log#: E2337-21-10
Project: Hukill Gultch Millsite Test Method: ASTM D 5084, Method C
Sample: Slimes Fraction Test Date: 04/22/10
•
•
1. E-03
E
1. E-04
.y
u
7
1.E-05
U
Hydraulic Conductivity vs. Pore Volumes
_7 7-

- _
_ -= - -_ _ __-
_
0.00 0.02
1E06
0.04 0.06 0.08 0.10
Pore Volume (cc)
Hydraulic Conductivity vs. Time
LE-03

t .
_ ?' - -

? _
- - -- - ; -

T
rJ4zL
f r-T ? i ? d
+ ?--
1. E-0
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Time (hours)
Q
E
LE-04
0
b
1. E-05
x?
6
INITIAL VALUE S
Sample Height (in) 1.50
Sample Diameter (in) 2.80
Wet Weight (g) 271.6
Sam le Area 6n2 6.16
Sample Volwne (cc) 150.9
Moisture content (%) 19.92
Wet Density (pcf) 112.3
Dry Density (pcf) 93.7
G, (asswned) 2.65
Degree of Saturation 68.9
Void Ratio 0.77
Porosity 0.43
1 Pore Volume (cc) 65.5
Eff. Confining Stress (psi) 69.4
Hydraulic Conductivity
Time (hrs) k (em/sec) k at 20 deg C
(cm/sec)
0.20 4.6E-06 4.5E-06
0.33 4.6E-06 4.5E-06
0.62 4.0E-06 3.9E-06
0.80 3.9E-06 3.8E-06
1.02 3.4E-06 3.4E-06
1.28 3.6E-06 3.5E-06
2.12 3.8E-06 3.7E-06
2.35 3.7E-06 3.6E-06
2.53 3.8E-06 3.7E-06
Ava. fe 20 = • 3.51-06
Note 1: The soil was air dried and passed through a No. 100 sieve. Soil 1: Average corrected hydraulic conductivity
was remolded a target dry density of 85 % standard Proctor at +4% wet (11-20) is obtained from the last 4 average
optimum moisture content or 92.7 lb/ft3 dry density at a moisture content readings.
of 20.1 %. Specimens was prepared using Harvard compaction tamper of
0.5-in lifts with Imeading compaction.
, 04/26/10
Note 2: A I3-value of 0.96 was achieved. The effective confining pressure ChAnalysiseng-Wei
Quality Chen, 04126//0
was 69.4 psi (, 10;000 psf) per test request.
Tested by: Caleb McCord
The testing herein is based upon accepted industry practice as well as the test method listed. "rest results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose ofthe material.
TRI observes and maintains client confidentiality. TRI limits reproduction ofthis report, except in full, without prior approval of TRI.
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