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

•

•
TRIIENVIRONMENTAL, INC.
2Ei6EW4L1% tl Texas Research International Company
Hydraulic Conductivity
Client: Venture Resources
Project: Hukill Gultch Millsite
Sample: Course Fraction
Hydraulic Conductkity vs. Pore Volumes
1.1-03
E
41 LE-04
.y
LE-05
x
1 r of

r

0.00 0.20
LE-03
U
E
LE-04
.y
1.E-05
4
1.E-06
0.40 0.60 0.80 1.00
Pore Volume (cc)
Hydraulic ConductWty':-s. Time
i ! h
?
t
-' -- i I
-
,
0.0 1.0 2.0 3.0 4.0
Time (hours)
TRI Log#: E2337-21-10
Test Method: ASTM D 5084, Method C
Test Date: 04/22/10
INITIAL VALU ES
Sample Height (in) 1.50
Sample Diameter (in) 2.80
Wet Weight (g) 248.2
Saris le Area in2 6.15
Sample Volume (cc) 150.7
Moisture content (%) 15.17
Wet Density (pcf) 102.8
Dry_ Density (pc f) 89.3
G, (assumed) 2.65
Degree of Saturation 47.1
Void Ratio 0.85
Porosity 0.46
1 Pore Volume (cc) 69.4
Eff. Confining Stress (psi) 69.4
Hydraulic Conductivity
Time (hrs) k (cm/sec) k at 20 deg C
(cm/sec)
0.08 8.3E-05 8.1E-05
0.30 8.3E-05 8.1E-05
0.63 7.6E-05 7.4E-05
097 7.8E-05 7.6E-05
1.30 6.9E-05 6.8E-05
1.73 7.4E-05 7.2E-05
2.00 6.8E-05 6.7E-05
3.12 6.7E-05 6.5E-05
3.65 6.9E-05 6.8E-05
Ava. K' 20 deg, C: 6.81105
Note 1: The soil was air dried and retained on a No. 100 sieve. Soil was 1: Average corrected hydraulic conductivity
remolded a target dry density of 85 % standard Proctor at +4% wet (k2p) is obtained from the last 4 average
optimum moisture content or 98.7 lb/ft3 dry density at a moisture content readings.
of 15.4 %. Specimens was prepared using Harvard compaction tamper of
0.5-in lifts iiith kneading compaction.
Note 2: A 13-value of 095 was achieved. The effective confining pressure Cheng-Wei Chen, 05/16/10
was 69.4 psi (-- 10,000 psf) per test request. Analysis & Quality Review/Date
Tested by: Caleb McCord
The testing herein is based upon accepted industry practice as well as the test method listed. Test 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 ofTRI.
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