NC0000396_05_Vertical Hydraulic Conduct_20150823

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - ASHEVILLE
J15-5612-03
4-23-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. ABMW-07 SAMPLE LOCATION: 7.5-9.5'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY Fl. -CO. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
67.7 Influent Pressure (psi)
INITIAL
FINAL
inches centimeters
inches centimeters
Sample Length
2.963
Clock Time
7.526
2.852
Temp
°C
7.244
Sample Diameter
2.855
K20°C
(cm/sec)
7.252
2.871
7.292
Length/Diameter Ratio
21.0
5
1.04
5-16-15
Moisture Content (%)
ww= 201.5 DW-
160.4
25.6
ww= 156.7
DW- 125.1
25.3
Sample Wet Weight (grams)
8.7E-06
582.3
9:13:21
0:00:35
575.6
Wet Density (cf)
21.0
116.9
8.7E-06
0.976
118.8
Dry Density cf)
9:13:44
93.1
2.5
1.67
94.8
2
Saturation (%) TESTED so= 2.414
0.976
100
5-16-15
9:13:58
100
2.3
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
67.7 Influent Pressure (psi)
60
Effluent Pressure (psi)
60
B -Value
0.96
Reset Date
(Y/N)
Clock Time
Elapsed Time HAoUT
(cm
HAI,
cm
Temp
°C
Gradient
K
(cm/sec)
Temp
Correction
K20°C
(cm/sec)
Y 5-16-15
9:12:46
4.4
1.59
21.0
5
5-16-15
9:13:05
0:00:19
3.5
1.63
21.0
4
8.9E-06
0.976
8.7E-06
5-16-15
9:13:21
0:00:35
3.0
1.65
21.0
3
8.7E-06
0.976
8.5E-06
5-16-15
9:13:44
0:00:58
2.5
1.67
21.0
2
8.7E-06
0.976
8.5E-06
5-16-15
9:13:58
0:01:12
2.3
1.68
21.0
1
8.7E-06
0.976
8.5E-06
HYDRAULIC CONDUCTIVITY (K20.0 8.6E-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - ASHEVILLE
J15-5612-03
3-18-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. ABMW-02 SB SAMPLE LOCATION: 37.0-39.5'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY & BLACK SILTY FL -MED. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
86.8 Influent Pressure (psi)
INITIAL
Effluent Pressure (psi)
FINAL
inches centimeters
inches centimeters
Sample Length
2.969
Elapsed Time HAoUT
(cm
7.541
2.968
Gradient
7.539
Sample Diameter
2.871
Y 5-18-15
7.292
2.873
4.4
7.297
Length/Diameter Ratio
L
W,
1.03
5-18-15
2:34:59
Moisture Content (%)
ww= 218.0 DW-
175.8
24.0
ww= 220.6
2.7E-06
28.9
Sample Wet Weight (grams)
5-18-15
608.6
0:01:06
3.5
614.4
Wet Density (cf)
3
120.6
0.976
2.6E-06
121.6
Dry Density cf)
0:01:57
97.3
1.65
21.0
94.4
2.7E-06
Saturation (%) TESTED so= 2.734
2.6E-06
87
2:37:46
0:03:13
98
1.67
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
86.8 Influent Pressure (psi)
60
Effluent Pressure (psi)
60
B -Value
0.95
Reset Date
(Y/N)
Clock Time
Elapsed Time HAoUT
(cm
HAI,
cm
Temp
°C
Gradient
K
(cm/sec)
Temp
Correction
K20°C
(cm/sec)
Y 5-18-15
2:34:33
4.4
1.59
21.0
5
5-18-15
2:34:59
0:00:26
4.0
1.61
21.0
4
2.7E-06
0.976
2.6E-06
5-18-15
2:35:39
0:01:06
3.5
1.63
21.0
3
2.7E-06
0.976
2.6E-06
5-18-15
2:36:30
0:01:57
3.0
1.65
21.0
3
2.7E-06
0.976
2.6E-06
5-18-15
2:37:46
0:03:13
2.5
1.67
21.0
2 1
2.7E-06
0.976
2.7E-06
HYDRAULIC CONDUCTIVITY (K20.0 2.6E-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - ASHEVILLE
J15-5612-03
3-18-15
SAMPLE NO. MW -16 SAMPLE LOCATION: 7.0-9.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY FI. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
ITEM
65.5 Influent Pressure (psi)
INITIAL
Effluent Pressure (psi)
FINAL
inches centimeters
inches
centimeters
Sample Length
2.962
HAI,
cm
7.523
2.940
K Temp
(cm/sec) Correction
7.468
Sample Diameter
2.855
7.252
2.844
22.1
7.224
Length/Diameter Ratio
1.04
9:02:45
0:03:30
6.0
Moisture Content (%)
ww=180.0 DW-
137.2
31.2
ww= 178.3
DW- 133.6 1
33.5
Sample Wet Weight (grams)
0:03:52
580.3
1.53
22.1
572.7
5.1E-07
Wet Density (cf)
4.8E-07
116.6
9:03:30
0:04:15
116.8
1.53
Dry Density cf)
8
88.9
0.951
4.8E-07
87.5
9:03:54
Saturation (%) TESTED SCr- 2.674
5.7
95
22.1
7
99
0.951
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
65.5 Influent Pressure (psi)
60
Effluent Pressure (psi)
60
B -Value
0.95
Reset Date
(Y/N)
Clock Time
Elapsed Time HAoUT
cm
HAI,
cm
Temp
°C
Gradient
K Temp
(cm/sec) Correction
K20°C
(cm/sec)
Y 5-15-15
8:59:15
7.2
1.47
22.1
10
5-15-15
9:02:45
0:03:30
6.0
1.52
22.1
8
5.1E-07
0.951
4.9E-07
5-15-15
9:03:07
0:03:52
5.9
1.53
22.1
8
5.1E-07
0.951
4.8E-07
5-15-15
9:03:30
0:04:15
5.8
1.53
22.1
8
5.0E-07
0.951
4.8E-07
5-15-15
9:03:54
0:04:39
5.7
1.54
22.1
7
5.0E-07
0.951
4.7E-07
HYDRAULIC CONDUCTIVITY (K20.0 4.8E-07 cm/sec