2021-01-19
Not specified in gINT file
Generated by Keynetix Diggs Feedback Tool
2021-01-19
113626
600771
JEF
7
Geohazard Exploration
Alignment
MileMarker
14.4399995803833
Alt Name
JEF-7-14.44
BridgeID
ElevationDatum
ft
SamplingMethod
B-001-0-20
Logger
Lewis
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
6
Sampling Method
SPT / NQ2
Reference Alignment
SR 7
-80.6109998037727 40.3340627044707 1057.8
-80.6109998037727 40.3340627044707 1057.8 -80.6109998037727 40.3340627044707
urn:x-diggs:def:fi:DIGGSINC:B-001-0-20-lsr
chainage
absolute
ft
8/11/2020
8/18/2020
302
Rockfall
Soil Drill Method
Casing
Soil Drill
CME 850R Tracked \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 850R Tracked \06
Drill Rig
1
8/12/2020 3:28:22 PM
38.6
3
8/18/2020 4:17:14 PM
59.6
B-002-0-20
Logger
McIntosh
Drilling Firm
ODOT
Driller
Lewis
Sampling Company
ODOT
Natural Ground
Depth to Rock
6
Sampling Method
SPT / NQ2
Reference Alignment
SR 7
-80.6110616779746 40.3345019506463 1125.1
-80.6110616779746 40.3345019506463 1125.1 -80.6110616779746 40.3345019506463
urn:x-diggs:def:fi:DIGGSINC:B-002-0-20-lsr
chainage
absolute
ft
7/28/2020
8/10/2020
382
Rockfall
Soil Drill Method
Casing
Soil Drill
CME 850R Tracked \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 850R Tracked \06
Drill Rig
B-003-0-20
Logger
Lewis
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
8.5
Sampling Method
SPT / NQ2
Reference Alignment
SR 7
-80.6101621376344 40.3334432715917 1098.8
-80.6101621376344 40.3334432715917 1098.8 -80.6101621376344 40.3334432715917
urn:x-diggs:def:fi:DIGGSINC:B-003-0-20-lsr
chainage
absolute
ft
8/19/2020
8/24/2020
147.5
Rockfall
Soil Drill Method
Casing
Soil Drill
CME 850R Tracked \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 850R Tracked \06
Drill Rig
3
8/25/2020 10:28:58 AM
B-003-1-20
Logger
Lewis
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
8.5
Sampling Method
SPT / NQ2
Reference Alignment
SR 7
-80.611220631306 40.3353838765539 979.2
-80.611220631306 40.3353838765539 979.2 -80.611220631306 40.3353838765539
urn:x-diggs:def:fi:DIGGSINC:B-003-1-20-lsr
chainage
absolute
ft
8/25/2020
9/1/2020
232
Rockfall
Soil Drill Method
Casing
Soil Drill
CME 850R Tracked \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 850R Tracked \06
Drill Rig
3
9/1/2020 3:50:54 PM
141.68
B-004-0-20
Logger
Lewis
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
15.1
Sampling Method
SPT / NQ2
Reference Alignment
SR 7
-80.6108038412796 40.3350949330873 981.5
-80.6108038412796 40.3350949330873 981.5 -80.6108038412796 40.3350949330873
urn:x-diggs:def:fi:DIGGSINC:B-004-0-20-lsr
chainage
absolute
ft
9/2/2020
9/10/2020
237
Rockfall
Soil Drill Method
Casing
Soil Drill
CME 850R Tracked \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 850R Tracked \06
Drill Rig
1
Natural Ground
1.5 3
collect
1.5 3
SS
12
2
Natural Ground
3.5 5
collect
3.5 5
SS
13.5
3
Natural Ground
6 7.5
collect
6 7.5
SS
1
1
Natural Ground
9 12
collect
20
NQ2
36
2
Natural Ground
12 22
collect
117
NQ2
120
3
Natural Ground
22 27
collect
9
NQ2
60
4
Natural Ground
27 32
collect
0
NQ2
0
5
Natural Ground
32 37
collect
0
NQ2
0
6
Natural Ground
37 42
collect
0
NQ2
15
7
Natural Ground
42 52
collect
67
NQ2
116
8
Natural Ground
52 62
collect
54
NQ2
115
9
Natural Ground
62 72
collect
59
NQ2
112
10
Natural Ground
72 82
collect
100
NQ2
116
11
Natural Ground
82 92
collect
40
NQ2
111
12
Natural Ground
92 102
collect
90
NQ2
118
13
Natural Ground
102 112
collect
53
NQ2
120
14
Natural Ground
112 122
collect
117
NQ2
118
15
Natural Ground
122 132
collect
118
NQ2
120
16
Natural Ground
132 142
collect
115
NQ2
118
17
Natural Ground
142 152
collect
119
NQ2
119
18
Natural Ground
152 162
collect
118
NQ2
118
19
Natural Ground
162 172
collect
96
NQ2
118
20
Natural Ground
172 182
collect
120
NQ2
120
21
Natural Ground
182 192
collect
110
NQ2
119
22
Natural Ground
192 202
collect
120
NQ2
120
23
Natural Ground
202 212
collect
120
NQ2
120
24
Natural Ground
212 222
collect
120
NQ2
120
25
Natural Ground
222 232
collect
120
NQ2
120
26
Natural Ground
232 242
collect
120
NQ2
120
27
Natural Ground
242 252
collect
109
NQ2
120
28
Natural Ground
252 262
collect
115
NQ2
120
29
Natural Ground
262 272
collect
120
NQ2
120
30
Natural Ground
272 282
collect
88
NQ2
120
31
Natural Ground
282 292
collect
81
NQ2
120
32
Natural Ground
292 302
collect
46
NQ2
120
1
Natural Ground
1.5 3
collect
SS
10
2
Natural Ground
3.5 5
collect
SS
9
3
Natural Ground
6 7.5
collect
SS
14
4
Natural Ground
8.5 10
collect
SS
15
5
Natural Ground
11 12.5
collect
SS
13
1
Natural Ground
14 17
collect
0
NQ2
28
2
Natural Ground
17 22
collect
8
NQ2
59
3
Natural Ground
22 32
collect
38
NQ2
117
4
Natural Ground
32 37
collect
26
NQ2
48
5
Natural Ground
37 42
collect
19
NQ2
58
6
Natural Ground
42 52
collect
57
NQ2
115
7
Natural Ground
52 57
collect
25
NQ2
58
8
Natural Ground
57 62
collect
15
NQ2
60
9
Natural Ground
62 72
collect
43
NQ2
86
10
Natural Ground
72 82
collect
43
NQ2
85
11
Natural Ground
82 87
collect
38
NQ2
56
12
Natural Ground
87 92
collect
58
NQ2
59
13
Natural Ground
92 97
collect
18
NQ2
57
14
Natural Ground
97 102
collect
6
NQ2
60
15
Natural Ground
102 107
collect
13
NQ2
60
16
Natural Ground
107 112
collect
45
NQ2
60
17
Natural Ground
112 122
collect
82
NQ2
118
18
Natural Ground
122 132
collect
64
NQ2
100
19
Natural Ground
132 142
collect
81
NQ2
118
20
Natural Ground
142 152
collect
96
NQ2
120
21
Natural Ground
152 162
collect
87
NQ2
120
22
Natural Ground
162 172
collect
115
NQ2
118
23
Natural Ground
172 182
collect
116
NQ2
120
24
Natural Ground
182 192
collect
118
NQ2
118
25
Natural Ground
192 202
collect
118
NQ2
117
26
Natural Ground
202 212
collect
119
NQ2
119
27
Natural Ground
212 222
collect
114
NQ2
120
28
Natural Ground
222 232
collect
116
NQ2
116
29
Natural Ground
232 242
collect
119
NQ2
119
30
Natural Ground
242 252
collect
120
NQ2
120
31
Natural Ground
252 262
collect
120
NQ2
120
32
Natural Ground
262 272
collect
120
NQ2
120
33
Natural Ground
272 282
collect
120
NQ2
120
33
Natural Ground
282 292
collect
120
NQ2
120
34
Natural Ground
292 302
collect
120
NQ2
120
35
Natural Ground
302 312
collect
120
NQ2
120
36
Natural Ground
312 322
collect
120
NQ2
120
37
Natural Ground
322 332
collect
89
NQ2
119
38
Natural Ground
332 342
collect
106
NQ2
120
39
Natural Ground
342 352
collect
100
NQ2
118
40
Natural Ground
352 362
collect
72
NQ2
118
41
Natural Ground
362 372
collect
118
NQ2
118
42
Natural Ground
372 382
collect
119
NQ2
119
1
Natural Ground
1.5 3
collect
SS
17
2
Natural Ground
3.5 5
collect
SS
14
3
Natural Ground
6 7.5
collect
SS
10
4
Natural Ground
8.5 9.5
collect
SS
9
1
Natural Ground
9.5 12.5
collect
11
NQ2
30
2
Natural Ground
12.5 22.5
collect
23
NQ2
110
3
Natural Ground
22.5 32.5
collect
0
NQ2
52
4
Natural Ground
32.5 42.5
collect
58
NQ2
117
5
Natural Ground
42.5 52.5
collect
100
NQ2
120
6
Natural Ground
52.5 62.5
collect
77
NQ2
115
7
Natural Ground
62.5 67.5
collect
9
NQ2
35
8
Natural Ground
67.5 72.5
collect
0
NQ2
26
9
Natural Ground
72.5 77.5
collect
0
NQ2
48
10
Natural Ground
77.5 82.5
collect
15
NQ2
50
11
Natural Ground
82.5 92.5
collect
21
NQ2
120
12
Natural Ground
92.5 102.5
collect
69
NQ2
118
13
Natural Ground
102.5 112.5
collect
64
NQ2
114
14
Natural Ground
112.5 122.5
collect
70
NQ2
113
15
Natural Ground
122.5 132.5
collect
52
NQ2
97
16
Natural Ground
132.5 142.5
collect
94
NQ2
118
17
Natural Ground
142.5 147.5
collect
49
NQ2
60
1
Natural Ground
1.5 3
collect
SS
14
2
Natural Ground
3.5 5
collect
SS
6
3
Natural Ground
6 7.5
collect
SS
12
4
Natural Ground
8.5 10
collect
SS
12
1
Natural Ground
10 12
collect
0
NQ2
18
2
Natural Ground
12 17
collect
16
NQ2
48
3
Natural Ground
17 22
collect
26
NQ2
60
4
Natural Ground
22 27
collect
31
NQ2
60
5
Natural Ground
27 32
collect
53
NQ2
59
6
Natural Ground
32 42
collect
51
NQ2
118
7
Natural Ground
42 52
collect
104
NQ2
117
8
Natural Ground
52 62
collect
115
NQ2
119
9
Natural Ground
62 72
collect
90
NQ2
120
10
Natural Ground
72 82
collect
102
NQ2
118
11
Natural Ground
82 92
collect
120
NQ2
120
12
Natural Ground
92 102
collect
120
NQ2
120
13
Natural Ground
102 112
collect
120
NQ2
120
14
Natural Ground
112 122
collect
115
NQ2
119
15
Natural Ground
122 132
collect
120
NQ2
120
16
Natural Ground
132 142
collect
120
NQ2
120
17
Natural Ground
142 152
collect
112
NQ2
118
18
Natural Ground
152 162
collect
119
NQ2
119
19
Natural Ground
162 172
collect
117
NQ2
117
20
Natural Ground
172 182
collect
94
NQ2
113
21
Natural Ground
182 192
collect
120
NQ2
120
22
Natural Ground
192 202
collect
107
NQ2
116
23
Natural Ground
202 212
collect
61
NQ2
114
24
Natural Ground
212 222
collect
67
NQ2
120
25
Natural Ground
222 232
collect
109
NQ2
120
1
Natural Ground
1.5 3
collect
SS
10
2
Natural Ground
3.5 5
collect
SS
13
3
Natural Ground
6 7.5
collect
SS
6
4
Natural Ground
8.5 9.5
collect
SS
6
1
Natural Ground
9.5 12
collect
0
NQ2
8
2
Natural Ground
12 22
collect
27
NQ2
78
3
Natural Ground
22 32
collect
23
NQ2
120
4
Natural Ground
32 42
collect
25
NQ2
118
5
Natural Ground
42 52
collect
29
NQ2
112
6
Natural Ground
52 62
collect
39
NQ2
118
7
Natural Ground
62 72
collect
48
NQ2
119
8
Natural Ground
72 82
collect
106
NQ2
118
9
Natural Ground
82 92
collect
118
NQ2
118
10
Natural Ground
92 102
collect
115
NQ2
120
11
Natural Ground
102 112
collect
117
NQ2
120
12
Natural Ground
112 122
collect
120
NQ2
120
13
Natural Ground
122 132
collect
120
NQ2
120
14
Natural Ground
132 142
collect
97
NQ2
116
15
Natural Ground
142 152
collect
120
NQ2
120
16
Natural Ground
152 162
collect
118
NQ2
118
17
Natural Ground
162 172
collect
115
NQ2
120
18
Natural Ground
172 182
collect
96
NQ2
119
19
Natural Ground
182 192
collect
114
NQ2
120
20
Natural Ground
192 202
collect
97
NQ2
116
21
Natural Ground
202 212
collect
65
NQ2
118
22
Natural Ground
212 222
collect
84
NQ2
116
23
Natural Ground
222 232
collect
106
NQ2
120
23
Natural Ground
232 237
collect
60
NQ2
60
1
2
3
1
2
3
4
5
1
2
3
4
1
2
3
4
1
2
3
4
B-001-0-20
SOIL
0 6
brown
sandy silt
Major
little stone fragments, little clay
Minor
Residual Soil
very stiff
damp
Graphic
A-4A
3.5
Major
Minor
hard
Graphic
6 9
Major
Minor
Graphic
SANDSTONE
9 22
Graphic
SANDSTONE
11
Graphic
15.5
@ 15.5' - 15.9'; <<DMK!GAMMA LC>> = 141 pcf; Qu = 4,057 psi
Graphic
16.6
Graphic
18.1
@ 18.1' - 18.5'; <<DMK!GAMMA LC>> = 139 pcf; Qu = 3,198 psi
Graphic
18.5
@ 18.5' - 19.0'; Id2 = 93.1%
Graphic
21.1
Graphic
22 27
Graphic
SHALE
27 42
Graphic
VOID
41
Graphic
42 43.3
Graphic
UNDERCLAY
43.3 50.8
Graphic
SILTSTONE
46
Graphic
46.1
@ 46.1' - 46.4'; MID-ANGLE OPEN RUST STAINED FRACT
Graphic
46.3
Graphic
49.4
@ 49.4' - 49.8'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 4,303 psi
Graphic
50
@ 50.6'; GRADATIONAL CHANGE TO SHALE
Graphic
50.8 55.4
Graphic
LIMESTONE
50.85
@ 50.8'-51.1'; MID-ANG OPEN FRAC WITH AMD STAINING
Graphic
51.5
@ 51.5'; AMD STAIN FRACT
Graphic
52.3
@ 52.3' - 52.7'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 14,496 psi
Graphic
53.4
@ 53.4'; VERY THIN CLAY SEAM
Graphic
53.6
@ 53.6' - 53.9'; HI ANG OPEN RUST STAIN JT, PART CL FILLED
Graphic
54.8
@ 54.8' - 55.2'; HI ANG OPEN RUST STAIN JT
Graphic
55.4 65.9
Graphic
SILTSTONE
56.5
@ 55.8' - 56.2'; OPEN CLAY FILLED JT
Graphic
60.1
@ 59.4' - 62.0'; HI ANG OPEN RUST STAIN JT, PART CL FILL WITH CORE LOSS
Graphic
62.5
@ 62.5' - 64.1'; HI ANG OPEN RUST STAIN JT
Graphic
65.3
@ 65.3'; GRADATIONAL CHANGE TO CLAYSTONE, CONTAINS LIMETONE CLASTS
Graphic
65.9 69.3
Graphic
CLAYSTONE
69.3 82
Graphic
SANDSTONE
70
@ 70.0' - 70.4'; Id2 = 98.6%
Graphic
70.4
@ 70.4' - 70.8'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 5,237 psi
Graphic
72.8
Graphic
78.3
@ 78.3' - 78.7'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 10,760 psi
Graphic
82 96.4
Graphic
SILTSTONE
83.1
@ 83.1' - 85.7'; HI ANG FRACT, HIGHLY WEATHERED, HIGHLY FRACTURED
Graphic
89.8
@ 89.8'; NO LIMESTONE COBBLES AND BOULDERS
Graphic
94.4
@ 94.4' - 94.8'; Id2 = 6.0%
Graphic
96.4 115.3
Graphic
SANDSTONE
100.1
@ 100.1' - 100.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 2,390 psi
Graphic
100.5
@ 100.5' - 100.8'; Id2 = 82.7%
Graphic
103.3
@ 103.3' - 103.7'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 7,023 psi
Graphic
105.5
@ 105.5' - 105.9'; MID-ANGLE OPEN, CL FILL JT
Graphic
105.9
@ 105.9' - 106.0'; CLAY SEAM
Graphic
106
@ 106.0' 106.3'; MID-ANGLE FRACTURE
Graphic
107
@ 107.0' - 108.5'; MULTIPLE MID-ANGLE FRACTS
Graphic
108
@ 108.8' - 111.8'; MECHANICALLY BROKEN
Graphic
112.1
@ 112.1' - 112.4'; CLAY SEAM
Graphic
115.3 161.9
Graphic
SANDSTONE
116.1
@ 116.1' - 116.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 5,546 psi
Graphic
122.5
@ 122.5' - 122.9'; HIGH ANGLE FRACTURE
Graphic
130.3
@ 130.3' - 130.7'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 2,374 psi
Graphic
130.7
@ 130.7' - 131.5'; Id2 = 98.6%
Graphic
131.8
@ 131.8' - 132.1'; HIGHLY FRACTURED
Graphic
137.1
@ 137.1' - 137.5'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 5,102 psi
Graphic
148.4
@ 148.4' - 149.5'; Id2 = 98.8%
Graphic
148.9
@ 148.9' - 149.3'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 4,698 psi
Graphic
151.3
Graphic
157.5
@ 157.5' - 158.0'; Id2 = 98.2%
Graphic
160
@ 160.0' - 161.0'; Id2 = 97.7%
Graphic
160.5
@ 160.0' - 161.0'; Sc = 5,016 psi
Graphic
161.9 162.2
Graphic
SILTSTONE
162
@ 161.9' - 162.2'; Id2 = 55.6%
Graphic
162.2 170.9
Graphic
SANDSTONE
167.3
@ 167.3'; WAVY BEDDING
Graphic
167.5
@ 167.3' - 167.7'; <<DMK!GAMMA LC>> = 172 pcf; Qu = 4,630 psi
Graphic
167.7
@ 167.7' - 168.5'; Id2 = 98.6%
Graphic
170.9 198.2
Graphic
SANDSTONE
172.4
@ 172.4' - 173.2'; HIGH ANGLE HEALED JOINT
Graphic
180.8
@ 180.8' - 181.2'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 8,229 psi
Graphic
181.5
@ 181.5' - 181.8'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 4,985 psi
Graphic
182.9
@ 182.9' - 183.6'; Id2 = 98.6%
Graphic
187.6
@ 187.6' - 188.1'; HIGH ANGLE JOINT
Graphic
189.2
@ 189.2' - 189.4'; MID-ANGLE JOINT, HIGHLY WEATHERED
Graphic
190.2
@ 190.2' - 191.3'; MID-ANGLE JOINT, HIGHLY WEATHERED
Graphic
192
Graphic
192.8
Graphic
193.5
@ 193.5' - 193.6'; <<DMK!GAMMA LC>> = 146 pcf; Qu = 5,186 psi
Graphic
198.2 214.2
Graphic
SANDSTONE
202.6
Graphic
205.4
@ 205.4' - 205.8'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 5,822 psi
Graphic
207.5
Graphic
209.6
Graphic
211.6
@ 211.6' - 212.0'; <<DMK!GAMMA LC>> = 159 pcf; Qu = 5,112 psi
Graphic
212
@ 212.0' - 212.6'; Id2 = 98.6%
Graphic
213
@ 213.0' - 214.2'; VERY THIN TO THIN BEDDED WITH COAL STRINGERS
Graphic
214.2 219.6
Graphic
SANDSTONE
215.2
@ 215.2' - 215.6'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 4,077 psi
Graphic
215.6
@ 215.6' - 216.0'; Id2 = 98.7%
Graphic
219.6 250.8
Graphic
SILTSTONE
225.7
@ 225.7' - 225.8'; SHALEY LAYER
Graphic
226.6
@ 226.6' - 227.7'; SHALEY LAYER
Graphic
230
@ 230.0' - 230.4'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 5,550 psi
Graphic
230.4
@ 230.4' - 231.0'; Id2 = 98.6%
Graphic
232.5
Graphic
238.1
@ 238.1' - 238.5'; <<DMK!GAMMA LC>> = 155 pcf; Qu = 7,933 psi
Graphic
247.6
@ 247.6' - 248.0'; <<DMK!GAMMA LC>> = 149 pcf; Qu = 5,675 psi
Graphic
249.8
Graphic
250.8 259.1
Graphic
SANDSTONE
251.3
@ 251.3' - 251.8'; Id2 = 98.4%
Graphic
252.3
@ 252.3' - 253.0'; Id2 = 98.2%
Graphic
252.6
@ 252.6' - 526.0'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 4,415 psi
Graphic
255.1
@ 225.1' - 255.5'; SHEAR, HIGHLY FRACTURED, SLICKENSIDE; VERY BLOCKY, POOR
Graphic
255.5
@ 255.5' - 255.9'; CONTAINS LIMESTONE GRAVEL AND COBBLES
Graphic
255.8
@ 255.1' - 255.8'; Id2 = 79.2%
Graphic
259.1 272
Graphic
SANDSTONE
260
@ 260.0' - 260.6'; Id2 = 97.8%
Graphic
260.2
@ 260.2' - 260.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 5,378 psi
Graphic
267.3
@ 267.3' - 268.0'; Id2 = 97.5%
Graphic
267.4
@ 267.4' - 267.8'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 4,664 psi
Graphic
272 278.7
Graphic
CLAYSTONE
272.9
@ 272.9' - 273.5'; Id2 = 0.0%
Graphic
278.7 302
Graphic
CLAYSTONE
280.9
@ 280.9' - 282.0'; Id2 = 11.5%
Graphic
281.9
@ 281.9' - 283.6'; GRAY
Graphic
282.5
@ 282.5' - 283.6'; Id2 = 17.5%
Graphic
297
@ 297.0' - 297.7'; Id2 = 0.0%
Graphic
B-002-0-20
SOIL
0 6
brown
sandy silt
Major
some clay, little stone fragments
Minor
residual soil
very stiff
damp
Graphic
A-4A
6 14
Major
Minor
Graphic
SHALE
8.5
Major
Minor
Graphic
14 14.9
Graphic
SHALE
14.9 17
Graphic
LIMESTONE
17 26.7
Graphic
SANDSTONE
17.1
@ 17.0' - 18.8'; HI ANG OPEN RUST STAIN JT, VERY ROUGH
Graphic
24.3
@ 24.3' - 24.5'; MID-ANG JOINT
Graphic
24.5
@ 24.5' - 25.0'; Id2 = 91.5%
Graphic
26.2
@ 26.2' - 26.8'; Id2 = 88.9%
Graphic
26.7 33.7
Graphic
SILTSTONE
26.8
@ 26.8'; MID-ANG OPEN RUST STAIN JT, VERY ROUGH
Graphic
27
@ 27.0' - 27.3'; HI ANG OPEN RUST STAIN JT, VERY ROUGH
Graphic
31.4
@ 31.4' - 31.7'; SANDSTONE, VERY FINE TO FINE GRAINED, VERY THIN BEDDED
Graphic
31.9
@ 31.9' - 33.7'; OPEN CLAY FILLED FRACTURE
Graphic
33.7 35.8
Graphic
LIMESTONE
33.8
@ 33.8' - 34.1'; CALCITE HEALED JOINT
Graphic
34.7
@ 34.7'; MID-ANG FRACT INTERSECTING LOW ANG FRACT
Graphic
35
@ 35.0' - 35.4'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 6,124 psi
Graphic
35.6
@ 35.6' & 35.8'; LOW ANG OPEN JT WITH CL AND CALCITE INFILLING
Graphic
35.8 49.2
Graphic
SANDSTONE
37.2
@ 37.2' - 38.0'; Id2 = 72.4%
Graphic
37.5
@ 37.5' - 37.7'; HEALED JOINT
Graphic
37.8
@ 37.8' - 38.6'; HI ANG OPEN JOINT
Graphic
38.6
@ 38.6' - 39.1'; HI ANG OPEN JOINT
Graphic
39.1
Graphic
40
Graphic
40.1
@ 40.1' - 42.6'; HI ANG OPEN RUST STAIN FRACT
Graphic
43.3
@ 43.3' - 43.9'; Id2 = 93.0%
Graphic
45
@ 45..0'; MID-ANG FRACTURE
Graphic
45.2
@ 45.2' - 46.5'; HI ANG OPEN JOINT WITH LOSS
Graphic
48.3
@ 48.3' - 49.0'; Id2 = 80.1%
Graphic
48.4
@ 48.4' - 48.8'; <<DMK!GAMMA LC>> = 162 pcf
Graphic
48.8
@ 48.8' - 49.2'; TRANSITIONAL ZONE
Graphic
49.2 52.6
Graphic
LIMESTONE
51.2
@ 51.2'; SLICKENSIDES LOW ANG FRACTURE; BLOCKY, POOR
Graphic
52.6 55.9
Graphic
SHALE
53.5
@ 53.5'; CONTAINS LIMESTONE LITHIC FRAGMENTS
Graphic
54.2
@ 54.1' - 54.7'; <<DMK!GAMMA LC>> = 161 pcf; Id2 = 70.1%
Graphic
55.9 82
Graphic
SANDSTONE
56.6
@ 56.6' - 56.8'; HI ANG NARROW FRACTURE
Graphic
56.8
@ 56.8'; VERY THIN CLAY SEAM
Graphic
57.4
@ 57.4' - 58.2'; HI ANG PRT HL OPEN JT, CONT CL INFIL
Graphic
58.3
@ 58.3' - 72.0'; HI ANG PRT HL OPEN JT, CONT CL INFIL
Graphic
66.7
@ 66.7'; MID-ANG JOINT
Graphic
72
@ 72.0' - 79.4'; FINE TO COARSE GRAINED, VERY THICK BEDDED, SLIGHTLY FRIABLE
Graphic
72.8
@ 72.8' - 73.2'; <<DMK!GAMMA LC>> = 141 pcf; Qu = 2,203 psi
Graphic
73
@ 72.8' - 73.3'; Id2 = 77.2%
Graphic
74.5
@ 74.5' - 79.4'; HI ANG OPEN JOINT
Graphic
79.9
@ 79.9' - 80.3'; <<DMK!GAMMA LC>> = 159 pcf; Qu = 3,452 psi
Graphic
82 91.4
Graphic
SANDSTONE
83.3
@ 83.3' - 83.8'; Id2 = 89.3%
Graphic
83.4
@ 83.4' - 83.8'; <<DMK!GAMMA LC>> = 143 pcf; Qu = 2,208 psi
Graphic
84.4
@ 84.4' - 85.7'; HI ANG OPEN JOINT
Graphic
88.5
@ 88.5'; BROWN AND GRAY, MODERATELY WEATHERED
Graphic
90.9
@ 90.9' - 91.3'; <<DMK!GAMMA LC>> = 143 pcf; Qu = 2680 psi
Graphic
91.4 102.9
Graphic
SHALE
94.6
@ 94.6' - 95.1'; Id2 = 89.9%
Graphic
96.7
@ 96.7'; CONTAINS HI FRACTURED IMPURE COAL (UP TO 16" THICKNESS), SULFURIC
Graphic
99
@ 99.0' - 99.9'; SILTSTONE, LIGHT GRAY
Graphic
99.5
@ 99.0' - 100.0'; Id2 = 6.1%
Graphic
102
@ 102.0' - 102.9'; LIGHT GRAY, VERY WEAK, NON-CARBONACEOUS, CONTAINS COAL STRINGERS
Graphic
102.9 107.3
Graphic
COAL
107.3 114.2
Graphic
SILTSTONE
107.5
@ 107.3' - 108.2'; CALCAREOUS
Graphic
109
@ 109.0' - 110.2'; HI ANG NARROW PART HEALED JT
Graphic
110.2
@ 110.2' - 110.6'; <<DMK!GAMMA LC>> = 172 pcf; Qu = 3,491 psi
Graphic
112
@ 112.0'; SLIGHTLY ARENACEOUS TO ARENACEOUS, GRADATIONAL CHANGE
Graphic
114.2 116.7
Graphic
SANDSTONE
114.3
@ 114.3' - 114.7'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 3,578 psi
Graphic
116.7 120.8
Graphic
LIMESTONE
117
@ 116.7' - 120.8'; HI ANG OPEN PART HEALED JT WITH RUST STAIN
Graphic
120.8 130.2
Graphic
SILTSTONE
122
@ 122.0' - 122.3'; HI ANG OPEN JT, RUST STAIN
Graphic
124.1
@ 124.1' - 124.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 1,981 psi
Graphic
124.5
@ 124.5' - 125.0'; Id2 = 98.2%
Graphic
127.3
@ 127.3' - 128.1'; Id2 = 99.6%
Graphic
127.6
@ 127.6' - 130.2'; HI ANG NARROW TO OPEN FRACTURE
Graphic
130.2 136.7
Graphic
CLAYSTONE
132.7
@ 132.7' - 133.5'; Id2 = 23.5%
Graphic
136
@ 136.0' - 137.2'; HI ANG NARROW JOINT, HIGHLY WEATHERED
Graphic
136.7 144.8
Graphic
SANDSTONE
140
Graphic
140.1
@ 140.1' - 140.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 1,426 psi
Graphic
140.5
@ 140.5' - 141.0'; Id2 = 94.4%
Graphic
142.2
Graphic
142.7
@ 142.7' - 143.6'; LIMESTONE LAYER
Graphic
143.1
@ 143.1' - 143.7'; HI ANG OPEN JOINT
Graphic
144.8 152.3
Graphic
SILTSTONE
146.7
@ 146.7' - 147.1'; <<DMK!GAMMA LC>> = 162 pcf
Graphic
147
@ 147.0' - 147.4'; Id2 = 38.3%
Graphic
148.7
@ 148.7' - 149.4'; LIMESTONE LAYER
Graphic
150.2
@ 150.2' - 150.4'; LIMESTONE LAYER
Graphic
151.3
@ 151.3' - 151.7'; <<DMK!GAMMA LC>> = 157 pcf
Graphic
151.5
@ 151.3' - 151.9'; Id2 = 2.7%
Graphic
152
@ 152.0' - 152.3'; CLAYSTONE
Graphic
152.3 201.8
Graphic
SANDSTONE
153.6
@ 153.6' - 154.4'; FINE TO MEDIUM GRAINED
Graphic
154.7
@ 154.7' - 155.2'; Id2 = 96.2%
Graphic
155.2
@ 155.2' - 155.5'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 5,345 psi
Graphic
155.8
155.8' - 156.0'; MID-ANGLE TIGHT JOINT
Graphic
156
@ 156.0' - 156.3'; MID-ANGLE FRACTURE
Graphic
156.6
Graphic
158.2
@ 158.2' - 160.2'; SILTSTONE
Graphic
158.8
@ 158.5' - 159.2'; HIGH ANG OPEN ROUGH JOINT
Graphic
159
@ 159.0' - 159.8'; Id2 = 71.8%
Graphic
160.7
@ 160.7' - 161.2'; HIGH ANGLE NARROW ROUGH JOINT
Graphic
161.5
@ 161.5' - 162.0'; LIMESTONE, ARGILLACEOUS
Graphic
162
@ 162.0' - 162.6'; SILTSTONE
Graphic
162.1
@ 162.1' - 162.4'; MID-ANGLE SLICKENSIDED FRACTURE
Graphic
164.5
@ 164.5' - 164.7'; HIGH ANGLE NARROW ROUGH JOINT
Graphic
167.1
@ 167.1' - 168.2'; SILTSTONE
Graphic
167.3
@ 167.3' - 167.7'; SILTSTONE <<DMK!GAMMA LC>> = 162 pcf; Qu = 1,144 psi
Graphic
167.5
@ 167.1' - 162.2'; Id2 = 88.1%
Graphic
167.7
@ 167.7'; MID-ANGLE NARROW SLICKENSIDED FRACTURE
Graphic
169.9
Graphic
174.4
@ 174.4' - 174.8'; SILTSTONE <<DMK!GAMMA LC>> = 168 pcf; Qu = 1,820 psi
Graphic
174.5
@ 174.4' - 176.0'; SILTSTONE, ARENACEOUS
Graphic
180.9
Graphic
183
@ 181.2' - 181.6'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 3,096 psi
Graphic
186.4
@ 186.4' - 186.8'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 3,299 psi
Graphic
193.9
@ 193.9' - 194.8'; Id2 = 98.2%
Graphic
194.1
@ 194.1' - 194.5'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 3,526 psi
Graphic
199.1
Graphic
201.8 219.2
Graphic
SANDSTONE
206.7
@ 206.7' - 207.1'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 2,063 psi
Graphic
207
@ 206.7' - 207.6'; Id2 = 98.6%
Graphic
216.6
Graphic
218
@ 218.0'; MID-ANGLE NARROW SLICKENSIDED FRACTURE
Graphic
218.5
@ 218.5', 218.6' & 218.7'; MID-ANGLE NARROW SLICKENSIDED FRACTURE
Graphic
219.1
@ 219.1' - 219.2'; OPEN CLAY FILLED FRACT WITH STONE FRAGMENTS
Graphic
219.2 221.1
Graphic
SANDSTONE
220.1
@ 220.1' - 221.0'; Id2 = 99.0%
Graphic
220.4
@ 220.4' - 220.8'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 4,375 psi
Graphic
221.1 228.7
Graphic
SANDSTONE
222.7
@ 222.7' - 223.1'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 6,333 psi
Graphic
223
@ 223.0' - 223.5'; Id2 = 98.9%
Graphic
228.7 281
Graphic
SANDSTONE
228.9
@ 228.9' - 229.3'; <<DMK!GAMMA LC>> = 161 pcf; Qu = 7,276 psi
Graphic
232
Graphic
246.2
@ 246.2' - 246.6'; <<DMK!GAMMA LC>> = 155 pcf; Qu = 5,384 psi
Graphic
252.9
@ 252.9'; LOW ANGLE NARROW RUST STAINED JOINT
Graphic
254.9
@ 254.9'; LOW ANGLE NARROW RUST STAINED JOINT
Graphic
255.9
@ 255.9'; LOW ANGLE NARROW RUST STAINED JOINT
Graphic
261
@ 261.1'; LOW ANGLE PARTIALLY HEALED NARROW RUST STAINED JOINT
Graphic
266.2
@ 266.2' - 266.6'; <<DMK!GAMMA LC>> = 152 pcf; Qu = 4,577 psi
Graphic
272.3
Graphic
274.7
Graphic
277.1
@ 277.1' - 277.5'; <<DMK!GAMMA LC>> = 160 pcf; Qu = 6,379 psi
Graphic
281 318.6
Graphic
SANDSTONE
283.7
@ 283.7' - 284.5'; FINE TO MEDIUM GRAINED SANDSTONE BED
Graphic
287.4
@ 287.4' - 288.1'; FINE TO MEDIUM GRAINED SANDSTONE BED
Graphic
290.2
@ 290.2' - 290.6'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 8,034 psi
Graphic
293.7
@ 293.7'; COAL LAMINAE
Graphic
297.1
Graphic
305.6
@ 305.6' - 306.0'; <<DMK!GAMMA LC>> = 160 pcf; Qu = 7,292 psi
Graphic
307
@ 307.5' - 307.8'; <<DMK!GAMMA LC>> = 153 pcf; Qu = 5,974 psi
Graphic
311.5
@ 311.5' - 311.9'; <<DMK!GAMMA LC>> = 154 pcf; Qu = 3,827 psi
Graphic
318.6 320.3
Graphic
SANDSTONE
320.3 339.9
Graphic
SANDSTONE
322.3
@ 322.3' - 322.7'; <<DMK!GAMMA LC>> = 152 pcf; Qu = 7,330 psi
Graphic
322.7
@ 322.7' - 323.4'; Id2 = 97.0%
Graphic
324.5
@ 324.5' - 327.0'; HIGH ANGLE OPEN ROUGH JOINT
Graphic
328
Graphic
328.3
@ 328.3' - 328.8'; CONGLOMERITIC
Graphic
329.4
@ 329.4' - 329.7'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 3,914 psi
Graphic
330.4
@ 330.4' - 330.8'; HEALED FRACTURE
Graphic
334.3
@ 334.3' - 334.6'; Id2 = 94.1%
Graphic
338.8
@ 338.8' - 339.9'; SLIGHTLY CALCAREOUS
Graphic
339.9 362.2
Graphic
SILTSTONE
340.3
@ 340.3' - 341.5'; <<DMK!GAMMA LC>> = 156 pcf; Sc = 854 psi
Graphic
340.5
@ 340.3' - 341.5'; Id2 = 2.3%
Graphic
343.6
Graphic
344.9
@ 344.9' - 345.3'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 758 psi
Graphic
345.2
@ 345.2' - 346.0'; Id2 = 0.9%
Graphic
349.4
Graphic
350.1
@ 350.1'; HEALED FRACT WITH YELLOWISH ORANGE MINERALIZATION STAINING
Graphic
357
@ 357.0' - 358.0'; Id2 = 0.2%
Graphic
362.2 382
Graphic
SANDSTONE
364.4
@ 364.3' - 364.7'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 7,734 psi
Graphic
366.2
@ 366.2' - 366.9'; Id2 = 96.7%
Graphic
B-003-0-20
SOIL
0 6
brown
silt and clay
Major
"and" stone fragments, little sand
Minor
hard
damp
Graphic
A-6A
1.5
Major
Minor
Graphic
3.5
Major
with coal fragments
Minor
very stiff
Graphic
6 8.5
reddish brown
sandy silt
Major
some clay, little stone fragments
Minor
very stiff
moist
Graphic
A-4A
8.5 9.5
Major
Minor
Graphic
SHALE
9.5 20.1
Graphic
SANDSTONE
16.7
@ 16.7' - 32.5'; HIGH ANGLE JOINT
Graphic
20.1 29.4
Graphic
SHALE
29.4 43.6
Graphic
SANDSTONE
35.7
@ 35.7' - 36.0'; Id2 = 85.9%
Graphic
36
@ 36.0' - 36.4'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 4,554 psi
Graphic
43.6 57.6
Graphic
SANDSTONE
44.8
@ 44.8' - 45.2'; <<DMK!GAMMA LC>> = 155 pcf; Qu = 2,715 psi
Graphic
48.2
@ 48.2' - 48.9'; HI ANG TIGHT PART HEALED JT
Graphic
51.3
@ 51.3' - 52.1'; HI ANG TIGHT PART HEALED JT
Graphic
54
@ 54.0' - 55.0'; Sc = 3,403 psi
Graphic
57.6 63.4
Graphic
SANDSTONE
60.5
@ 60.5' - 61.6'; Id2 = 90.3%
Graphic
61.6
@ 61.6' - 62.0'; <<DMK!GAMMA LC>> = 142 pcf; Qu = 2,448 psi
Graphic
63.4 66.2
Graphic
SHALE
66.2 79.8
Graphic
COAL
66.9
@ 66.9' - 67.8'; SHALE, CARBONACEOUS
Graphic
68.5
@ 68.5' - 73.4'; UNDERCLAY
Graphic
78.5
@ 78.5' - 79.8'; UNDERCLAY
Graphic
79.8 87.7
Graphic
SHALE
82.6
@ 82.6'; 0.15' CLAY SEAM
Graphic
83.5
@ 83.5' - 84.0'; Id2 = 83.4%
Graphic
87.7 92.5
Graphic
LIMESTONE
88.4
@ 88.4' - 89.1'; HIGH ANGLE JOINT
Graphic
89.5
@ 89.5' - 91.2'; HI ANG JT PART HEALED WITH CALCITE
Graphic
91.7
@ 91.7' - 92.1'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 15,488 psi
Graphic
92.5 105.5
Graphic
SHALE
92.8
@ 92.8' - 93.6'; Id2 = 4.6%
Graphic
97.8
@ 97.8' - 98.4'; Id2 = 73.4%
Graphic
99.6
@ 99.6' - 100.8'; LIMESTONE LAYER
Graphic
104.9
@ 104.9' - 106.5'; HI ANG PART HEALED FRACT
Graphic
105.5 119.1
Graphic
SANDSTONE
110.5
@ 110.5' - 111.0'; Id2 = 93.0%
Graphic
111.1
@ 111.1' - 111.5'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 4,185 psi
Graphic
115.3
@ 115.3' - 116.0'; Id2 = 98.5%
Graphic
115.4
@ 115.4' - 115.8'; <<DMK!GAMMA LC>> = 154 pcf; Qu = 7,857 psi
Graphic
119.1 135.4
Graphic
CLAYSTONE
120.8
@ 120.8' - 121.3'; Id2 = 78.4%
Graphic
125.2
@ 125.2' - 125.8'; Id2 = 46.3%
Graphic
135.4 147.5
Graphic
SANDSTONE
136.7
@ 136.7' - 137.4'; HIGH ANGLE HEALED FRACTURE
Graphic
137.4
@ 137.4' - 138.2'; Id2 = 96.7%
Graphic
142
@ 142.4' - 143.9'; HIGH ANGLE HEALED FRACTURE
Graphic
146.5
@ 147.0' - 147.5'; 3 MID-ANGLE (~55º) JOINTS
Graphic
B-003-1-20
SOIL
0 8.5
brown and gray
silt and clay
Major
"and" stone fragments, little sand
Minor
very stiff
damp
Graphic
A-6A
1.5
Major
Minor
Graphic
3.5
Major
Minor
stiff
moist
Graphic
8.5 10
Major
Minor
Graphic
SANDSTONE
10 14.7
Graphic
SANDSTONE
14.7 15.1
Graphic
SANDSTONE
15.1 44.6
Graphic
SANDSTONE
18
@ 18.0' - 19.5'; HI ANG FRACT WITH OCC SLICKENSIDES
Graphic
20
@ 20.0' - 20.5'; HIGH ANGLE FRACTURE
Graphic
22.9
@ 22.9' - 23.0'; CLAY SEAM
Graphic
26.4
@ 26.4' - 26.8'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 4,522 psi
Graphic
29.4
@ 29.4' - 30.2'; Id2 = 95.1%
Graphic
34
@ 34.0' - 35.1'; Id2 = 97.6%
Graphic
34.3
@ 34.3' - 34.7'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 4,415 psi
Graphic
35.8
@ 35.8' - 35.9'; MID-ANGLE OPEN JOINT
Graphic
36.2
@ 36.2' - 36.4'; MID-ANGLE OPEN JOINT
Graphic
37.3
@ 37.3' - 37.5'; OPEN CLAY FILLED FRACTURE
Graphic
38.6
@ 38.6' - 39.5'; HIGH ANGLE OPEN FRACTURE
Graphic
40.5
@ 40.5' - 41.0'; HIGH ANGLE NARROW FRACTURE
Graphic
41.5
@ 41.5' - 42.5'; HI ANG PART HEALED NARROW FRACT
Graphic
44.6 66.1
Graphic
SANDSTONE
46
@ 46.0' - 46.8'; Id2 = 97.8%
Graphic
46.3
@ 46.3' - 46.7'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 5,096 psi
Graphic
56.6
@ 56.6' - 57.0'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 4,637 psi
Graphic
62.5
@ 62.5' - 62.9'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 1,847 psi
Graphic
66.1 68.3
Graphic
CLAYSTONE
66.2
@ 66.2' - 66.5'; HIGH ANGLE FRACTURE
Graphic
66.6
@ 66.6' - 66.8'; CLAY FILLED FRACTURE
Graphic
67.3
@ 67.3' - 68.1'; HIGH ANGLE FRACTURE
Graphic
68.3 73.6
Graphic
CLAYSTONE
69.7
@ 69.7' - 70.4'; CONGLOMERITIC WITH LIMESTONE CLASTS
Graphic
69.9
@ 69.9' - 71.8'; MECHANICALLY BROKEN
Graphic
72.2
@ 72.2' - 72.8'; HIGH ANGLE FRACTURE
Graphic
73.6 81.6
Graphic
SILTSTONE
75.2
@ 75.2' - 75.3'; CLAY FILLED SLICKENSIDED FRACTURE
Graphic
77.3
@ 77.3' - 78.0'; Id2 = 98.7%
Graphic
77.5
@ 77.5' - 77.9'; <<DMK!GAMMA LC>> = 171 pcf; Qu = 2,333 psi
Graphic
78.2
@ 78.2' - 78.3'; MID-ANGLE SLICKENSIDED CLAY FILLED FRACTURE
Graphic
81.6 162.8
Graphic
SANDSTONE
86.3
@ 86.3' - 86.7'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 4,490 psi
Graphic
92.7
@ 92.7' - 97.7'; MODERATELY WEATHERED
Graphic
94.3
@ 94.3' - 94.8'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 11,917 psi
Graphic
108.1
@ 108.1' - 108.5'; <<DMK!GAMMA LC>> = 150 pcf; Qu = 6,088 psi
Graphic
115.8
@ 115.8' - 117.0'; HIGH ANGLE JOINT
Graphic
116.1
@ 116.1' - 116.6'; HIGH ANGLE JOINT
Graphic
117.6
@ 117.6'; OPEN CLAY FILLED JOINT
Graphic
117.7
@ 117.7' - 118.4'; DARK GRAY, FINE GRAINED, ARGILLACEOUS
Graphic
118.6
@ 118.6' - 120.6'; CONT VERY THIN FINE GRAINED ARGILLACEOUS LAYERS
Graphic
119.4
@ 119.4' - 119.8'; <<DMK!GAMMA LC>> = 162 pcf; Qu = 4,827 psi
Graphic
121.1
@ 121.1'; CONTAINS DARK GRAY MICA LAMINAE
Graphic
126.6
@ 126.6' - 127.0'; <<DMK!GAMMA LC>> = 154 pcf; Qu = 4,699 psi
Graphic
136.7
@ 136.7' - 137.1'; <<DMK!GAMMA LC>> = 154 pcf; Qu = 6,587 psi
Graphic
141.9
@ 141.9' - 143.1'; MODERATELY WEATHERED
Graphic
142.6
@ 142.6' - 143.1'; HIGH ANGLE JOINT
Graphic
147.5
@ 147.5' - 147.9'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 6,497 psi
Graphic
149.8
@ 149.8'; COAL LAMINAE
Graphic
156
@ 156.0' - 156.4'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 5,909 psi
Graphic
157.5
Graphic
162.5
Graphic
162.8 165.9
Graphic
LIMESTONE
165.5
@ 165.6' - 166.0'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 8,007 psi
Graphic
165.9 171.4
Graphic
SANDSTONE
168.7
@ 168.7' - 169.1'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 5,416 psi
Graphic
170.4
@ 170.4' - 170.55'; SHALE LAYER
Graphic
171.4 172.6
Graphic
SHALE
172.6 195.7
Graphic
SANDSTONE
172.7
@ 172.7' - 173.1'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 9,998 psi
Graphic
178.4
@ 178.4' - 179.6'; LIMESTONE LAYER
Graphic
178.9
@ 178.9' - 179.3'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 4,964 psi
Graphic
179.1
@ 179.1'; HEALED FRACTURE
Graphic
180
@ 180.0' - 180.5'; Id2 = 88.8%
Graphic
183.6
@ 183.6' - 184.0'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 6,153 psi
Graphic
195
@ 195.0' - 195.1'; 45º SHALE LAYER
Graphic
195.7 205.4
Graphic
SILTSTONE
195.8
@ 195.8' - 196.6'; FRACTURED WITH LOSS INCLUDES SANDSTONE LAYERS
Graphic
197.9
@ 197.9' - 198.3'; Id2 = 3.0%
Graphic
200.1
@ 200.1' - 200.5'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 1,686 psi
Graphic
200.5
@ 200.5' - 201.1'; Id2 = 96.8%
Graphic
204.4
@ 204.4' - 205.4'; Id2 = 11.9%
Graphic
205.4 213.2
Graphic
CLAYSTONE
213
@ 213.0' - 214.0'; Id2 = 3.5%
Graphic
213.2 232
Graphic
SILTSTONE
222
@ 222.0' - 222.5'; Id2 = 68.0%
Graphic
225.1
@ 225.1' - 226.4'; Id2 = 95.3%
Graphic
B-004-0-20
SOIL
0 8.5
brown
clay
Major
some stone fragments, some silt, trace sand
Minor
hard
damp
Graphic
A-7-6
8.5 15.1
brownish gray and gray
stone fragments with sand and silt
Major
trace clay
Minor
very dense
damp
Graphic
A-2-4
15.1 66.3
Graphic
SANDSTONE
15.2
@ 15.1' - 15.8'; HIGH ANGLE HEALED JOINT
Graphic
19.3
@ 19.3' - 20.4'; HI ANG OPEN RUST STAIN JT
Graphic
20.6
@ 20.6' - 21.0'; <<DMK!GAMMA LC>> = 155 pcf; Qu = 7,042 psi
Graphic
22.1
Graphic
26.3
Graphic
27.1
@ 27.1' - 28.8'; HI ANG OPEN RUST STAIN JT
Graphic
30.6
Graphic
30.9
@ 30.9' - 31.4'; MID-ANGLE HEALED JOINT
Graphic
31.7
@ 31.7' - 33.5'; HI ANG OPEN RUST STAIN JT
Graphic
34.7
@ 34.7' - 37.4'; HI ANG OPEN RUST STAIN JT
Graphic
37.8
@ 37.8' - 40.0'; MID-ANGLE OPEN RUST STAIN JT
Graphic
40.4
Graphic
40.8
@ 40.8' - 41.2'; <<DMK!GAMMA LC>> = 162 pcf; Qu = 2,002 psi
Graphic
41.8
@ 41.8' - 42.7'; HI ANG OPEN RUST STAIN JT
Graphic
44.9
@ 44.9' - 45.0'; HI ANG OPEN CL FILLED JT
Graphic
45.4
@ 45.4' - 48.0'; HI ANG OPEN RUST STAIN JT
Graphic
48.3
@ 48.3' - 49.4'; HI ANG NARROW RUST STAIN JT
Graphic
50.3
@ 50.3' - 50.7'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 3,502 psi
Graphic
52.9
@ 52.9' - 53.5'; Id2 = 96.4%
Graphic
54.8
Graphic
55.7
@ 55.7' - 58.4'; HI ANG OPEN RUST STAIN JT
Graphic
58.4
@ 58.4' - 59.4'; MID-ANGLE OPEN RUST STAIN JT
Graphic
65
@ 65.8' - 66.2'; CLAY SEAM
Graphic
65.5
@ 66.2' - 67.9'; HI ANG OPEN PART CL FILLED JT
Graphic
66.3 72.7
Graphic
SILTSTONE
69.3
@ 69.3' - 70.0'; Id2 = 94.6%
Graphic
70.7
@ 70.7'; SLICKENSIDED SHEAR
Graphic
71.2
@ 71.2'; SLICKENSIDED SHEAR
Graphic
71.9
@ 71.9'; SLICKENSIDED SHEAR
Graphic
72.1
@ 72.1' - 72.5'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 2,106 psi
Graphic
72.2
@ 72.2'; SLICKENSIDED SHEAR
Graphic
72.5
@ 72.5' & 72.6'; SLICKENSIDED SHEAR
Graphic
72.7 82.8
Graphic
SANDSTONE
74.5
@ 74.5' - 74.8'; HI ANG OPEN RUST STAIN JT
Graphic
80
@ 80.2' - 80.6'; <<DMK!GAMMA LC>> = 170 pcf; Qu = 4,466 psi
Graphic
80.5
@ 80.0' - 81.5'; Id2 = 98.9%
Graphic
82.8 130.1
Graphic
SANDSTONE
83.8
@ 83.8'; CONTAINS MODERATELY WEATHERED ZONES
Graphic
84.5
@ 84.5' - 84.6'; MID-ANGLE HEALED JOINT
Graphic
86
@ 86.0' - 87.0'; Id2 = 99.1%
Graphic
86.2
@ 86.1' - 86.5'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 11,184 psi
Graphic
92.9
@ 92.9' - 93.3'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 8,404 psi
Graphic
103.1
@ 103.1' - 103.5'; <<DMK!GAMMA LC>> = 152 pcf; Qu = 6,356 psi
Graphic
118.4
@ 118.4' - 118.8'; <<DMK!GAMMA LC>> = 149 pcf; Qu = 5,022 psi
Graphic
121.1
@ 121.1' - 122.1'; CONTAINS CARBONACEOUS LAMINAE AND COAL STRINGERS
Graphic
126.4
@ 126.4' - 127.0'; CONTAINS COAL STRINGERS
Graphic
127
@ 127.0' - 129.1'; CONTAINS CARBONACEOUS LAMINAE
Graphic
128.1
@ 128.1' - 128.5'; <<DMK!GAMMA LC>> = 152 pcf; Qu = 3,452 psi
Graphic
129.1
129.1' - 130.1'; SLIGHTLY BRECCIATED
Graphic
130.1 139.2
Graphic
SANDSTONE
135.5
@ 135.5' - 135.9'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 7,309 psi
Graphic
139.2 144.6
Graphic
SILTSTONE
139.5
@ 139.2' - 139.9'; Id2 = 98.1%
Graphic
140.5
@ 140.5'; MID-ANGLE OPEN SLIGHTLY RUST STAINED JOINT
Graphic
141
@ 141.0' - 142.0'; HIGH ANGLE OPEN RUST STAINED JOINT
Graphic
141.5
@ 141.5' - 141.9'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 4,048 psi
Graphic
142
@ 142.0'; CONTAINS VERY THIN TO THIN SANDSTONE INTERBEDS
Graphic
144.6 160.4
Graphic
SANDSTONE
146.1
@ 146.1' - 146.5'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 7,325 psi
Graphic
148.5
@ 148.5' - 149.0'; MODERATELY WEATHERED
Graphic
156
@ 156.1' - 156.5'; <<DMK!GAMMA LC>> = 157 pcf; Qu = 7,270 psi
Graphic
159
@ 159.0' 159.2'; CONTAINS COAL STRINGERS
Graphic
160.4 162.3
Graphic
SANDSTONE
160.7
@ 160.7' - 161.4'; Id2 = 97.8%
Graphic
161.3
@ 161.3' - 161.7'; <<DMK!GAMMA LC>> = 156 pcf; Qu = 2,630 psi
Graphic
162.3 174
Graphic
SANDSTONE
162.6
@ 162.6' - 162.9'; HIGH ANGLE (~60º) JOINT
Graphic
164.6
@ 164.6' - 164.9'; HIGH ANGLE (~60º) JOINT
Graphic
167.4
@ 167.4' - 167.5'; HIGH ANGLE (~50º) JOINT
Graphic
167.6
@ 167.6' - 168.0'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 9,641 psi
Graphic
174 176.8
Graphic
SANDSTONE
174.3
@ 174.3' - 174.4'; CLAY FILLED JOINT
Graphic
174.9
@ 174.9' - 176.0'; Id2 = 76.8%
Graphic
175
@ 174.9' - 176.0'; Sc = 783 psi
Graphic
175.8
@ 175.8'; CALCAREOUS WITH THIN LIMESTONE LAYERS
Graphic
176.4
@ 176.4'; CLAY FILLED JOINT
Graphic
176.8 201.6
Graphic
SANDSTONE
178.7
@ 178.7' - 179.0'; HI ANG PART HEALED JT
Graphic
180.3
@ 180.3' - 180.7'; <<DMK!GAMMA LC>> = 168 pcf; Qu = 5,713 psi
Graphic
185.2
@ 185.2' - 185.6'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 5,546 psi
Graphic
188.9
@ 188.9' - 189.5'; HI ANG PART HEALED JT
Graphic
193.1
@ 193.1' - 193.2'; MID-ANGLE JOINT
Graphic
193.4
@ 193.4' - 193.6'; MID-ANGLE SLICKENSIDED JOINT
Graphic
193.6
@ 193.6' - 194.4'; HI ANG OPEN VERY ROUGH JT
Graphic
195.4
@ 195.4' - 195.8'; HIGH ANGLE JOINT
Graphic
196
@ 196.0' - 196.8'; Id2 = 98.1%
Graphic
196.4
@ 196.4' - 196.8'; <<DMK!GAMMA LC>> = 166 pcf; Qu = 6,124 psi
Graphic
200.4
@ 200.4' - 201.6'; FINE TO MEDIUM GRAINED
Graphic
201.6 208.1
Graphic
SILTSTONE
202.4
@ 202.4'; CLAY FILLED JOINT
Graphic
202.9
@ 202.9' - 203.2'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 18,767 psi
Graphic
203.1
Graphic
204.9
@ 204.9' - 205.0'; CLAY FILLED JOINT
Graphic
206.7
@ 206.7' - 207.8'; OPEN SLICKENSIDED FRACTURE
Graphic
207.6
@ 207.6' - 207.7'; CLAY SEAM
Graphic
208.1 223
Graphic
CLAYSTONE
208.4
@ 208.4'; MID-ANGLE SLICKENSIDED FRACTURE
Graphic
209.3
@ 209.3' - 209.6'; HI ANG SLICKENSIDED FRACT
Graphic
210.3
@ 210.3' - 210.4'; MID-ANGLE SLICKENSIDE FRACTURE
Graphic
212.4
@ 212.4' - 212.9'; HI ANG OPEN CL INFILLED JT
Graphic
213.5
@ 213.5' - 213.6'; OPEN CLAY FILLED JOINT
Graphic
214
@ 214.0' - 214.2'; MID-ANGLE SLICKENSIDED FRACTURE
Graphic
214.4
@ 214.4' - 214.6'; OPEN CLAY FILLED JOINT
Graphic
215.5
@ 215.5' - 216.6'; OPEN CLAY FILLED JOINT
Graphic
216.3
@ 216.3' - 218.8'; SILTSTONE LAYER
Graphic
216.7
@ 216.7'; MID-ANGLE SLICKENSIDE FRACTURE
Graphic
217.8
@ 217.8' - 218.2'; LIMESTONE COBBLE
Graphic
219.1
@ 219.1' - 219.5'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 2,853 psi
Graphic
222.6
@ 222.6'; MID-ANGLE SLICKENSIDE FRACTURE
Graphic
223 237
Graphic
SANDSTONE
224.9
@ 224.9' - 229.6'; CONTAINS GRAVEL TO BOULDER SIZED LITHIC FRAGMENTS
Graphic
229.6
@ 229.6' - 230.0'; <<DMK!GAMMA LC>> = 167 pcf; Qu = 5,122 psi
Graphic
230
@ 229.6'; NO LITHIC FRAGMENTS
Graphic
B-001-0-20
ROCK
6 9
grayish brown and brown
SANDSTONE
Major
Minor
very weak to weak
severely
Graphic
SANDSTONE
9 22
grayish brown and brown
SANDSTONE
Major
micaceous, siliceous
Minor
joint, fractured, narrow, slightly rough; blocky, good
thick to very thick bedded
fine to medium grained
slightly to moderately strong
highly
99
88
Graphic
SANDSTONE
11
Major
Minor
slightly fractured
Graphic
16.6
light gray with brown
Major
Minor
moderately
Graphic
21.1
Major
Minor
low angle open joint
Graphic
22 27
black with dark gray
SHALE
Major
carbonaceous
Minor
joint, fractured, open, slightly rough; blocky, good, contains rust staining on joint faces
laminated to very thin bedded
weak
highly to moderately
100
15
Graphic
SHALE
27 42
VOID
Major
contains coal fragments and clay at bottom
Minor
Graphic
VOID
41
Major
Minor
Graphic
42 43.3
light gray
underclay
Major
Minor
Graphic
UNDERCLAY
43.3 50.8
gray
SILTSTONE
Major
Minor
joint, medium to slightly fractured, narrow, slightly rough; Blocky, poor
thin to medium bedded
slightly to moderately strong
highly
100
62
Graphic
SILTSTONE
46
dark gray
SHALE
Major
Minor
Graphic
46.3
Major
Minor
Blocky, good
moderately
Graphic
50.8 55.4
gray
LIMESTONE
Major
Minor
joint, moderately fractured, narrow, very rough; blocky, good
thick bedded
strong
moderately
100
64
Graphic
LIMESTONE
55.4 65.9
gray
SILTSTONE
Major
slightly arenaceous, contains thin very fine to fine grained sandstone layers
Minor
joint, slgihtly fractured, narrow, slgihtly rough, blocky, good
medium to thick bedded
slightly strong
moderately
Graphic
SILTSTONE
65.9 69.3
GRAY
CLAYSTONE
Major
contains lithic fragments
Minor
joint, fractured, narrow, slgihtly rough; blocky, good
medium bedded
very weak
highly
80
0
Graphic
CLAYSTONE
69.3 82
gray and brownish gray
SANDSTONE
Major
argillaceous
Minor
JOINT, FRACTURED, NARROW TO OPEN, VERY ROUGH; BLOCKY, GOOD
thin bedded
very fine to fine grained
moderately strong to strong
highly
100
92
Graphic
SANDSTONE
72.8
GRAY WITH DARK GRAY
Major
Minor
SLIGHTLY FRACTURED
moderately
Graphic
82 96.4
gray with light gray
SILTSTONE
Major
slightly argillaceous, contians limestone cobbles and boulders
Minor
joint, fractured, narrow, slightly rough; blocky, good
very thick bedded
weak
highly to moderately
95
47
Graphic
SILTSTONE
96.4 115.3
SANDSTONE
Major
argillaceous
Minor
joint, fractured, narrow, slightly rough; blocky, good
very thin to thin bedded
very fine to fine grained
slightly to moderately strong
moderately
95
65
Graphic
SANDSTONE
115.3 161.9
BLACKISH GRAY AND DARK GRAY
SANDSTONE
Major
carbonaceous, argillaceous, slightly micaceous, fossiliferous at bedding
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thin to medium bedded
very fine grained
strong
slightly
99
97
Graphic
SANDSTONE
161.9 162.2
GRAY
SILTSTONE
Major
contains lithic fragments and argillaceous layers
Minor
joint, fractured, tight, slighly rough; very blocky, fair
thin bedded
weak
moderately
100
60
Graphic
SILTSTONE
162.2 170.9
gray with brown
SANDSTONE
Major
slightly argillaceous
Minor
joint, slightly fractured, tight, slightly rough; blocky, very good
medium bedded
very fine to fine grained
moderately strong
slightly
100
85
Graphic
SANDSTONE
170.9 198.2
light gray, gray and dark gray
SANDSTONE
Major
micaceous
Minor
joint, slightly fractured, open, very rough; blocky, good
very thin to medium bedded
fine to medium grained
moderately strong to strong
slightly
99
96
Graphic
SANDSTONE
192
Major
Minor
unweathered
Graphic
192.8
Major
Minor
fine to coarse grained
Graphic
198.2 214.2
olive black
SANDSTONE
Major
micaceous
Minor
joint, unfractured; intact, very good
very thin bedded
very fine to fine grained
moderately strong
unweathered
100
100
Graphic
SANDSTONE
202.6
Major
contains occassional gray bed
Minor
Graphic
207.5
gray and olive black
Major
Minor
Graphic
209.6
gray with olive black
Major
Minor
Graphic
214.2 219.6
BLACK WITH gray
SANDSTONE
Major
carbonaceous, argillaceous, slightly pyritic
Minor
bed, intact, tight, slightly rough; intact, very good
very thin to thin bedded
very fine to fine grained
moderately strong
unweathered
100
100
Graphic
SANDSTONE
219.6 250.8
gray with dark gray
SANDSTONE
Major
contains very fine to fine grained very thin beds
Minor
bed, intact, tight, slightly rough; intact, very good
thin bedded
fine to medium grained
moderately strong
unweathered
100
97
Graphic
SILTSTONE
232.5
Major
Minor
very thick bedded
Graphic
249.8
Major
conglomeritic
Minor
Graphic
250.8 259.1
greenish gray
SILTSTONE
Major
contains lithic fragements, slightly argillaceous
Minor
joint, intact, tight, slightly rough; intact, very good
medium bedded
moderately strong
slightly
100
94
Graphic
SANDSTONE
259.1 272
gray
SANDSTONE
Major
argillaceous
Minor
bed, intact, tight, slightly rough; intact, very good
thin to medium bedded
very fine to fine grained
moderately strong
slightly
100
100
Graphic
SANDSTONE
272 278.7
dark gray
CLAYSTONE
Major
contains lithic fragments and dessication cracking
Minor
shear, fractured to moderately fractured, narrow, slickensided; blocky, poor
thin to medium bedded
weak
slightly
100
81
Graphic
CLAYSTONE
278.7 302
verigated red, yellowish brown, and gray
CLAYSTONE
Major
contains lithic fragments
Minor
shear, fractured to moderately fractured, narrow, slickenside; blocky, poor
thick bedded
very weak
slightly
100
60
Graphic
CLAYSTONE
281.9
Major
Minor
Graphic
B-002-0-20
ROCK
6 14
brown and reddish brown
SHALE
Major
Minor
laminated
very weak
severely
Graphic
SHALE
8.5
grayish brown and reddish brown
Major
Minor
highly
Graphic
14 14.9
black
SHALE
Major
slightly siliceous, poorly fissile, contains clay seams
Minor
joint, highly fractured, narrow to open, slightly rough; Very blocky, good
very thin bedded
moderately strong
moderately
100
0
Graphic
SHALE
14.9 17
brownish gray
LIMESTONE
Major
argillaceous, contains clay seams, leached
Minor
joint, highly fractured to fractured, open, slightly tough; Blocky/Disturbed/Seamy, fair
thin bedded
moderately strong
highly
68
0
Graphic
LIMESTONE
17 26.7
olive gray with grayish brown
SANDSTONE
Major
argillaceous
Minor
joint, fractured, narrow, slightly rough; Blocky, good
very thin to thin bedded
fine to medium grained
slightly strong
highly
100
28
Graphic
SANDSTONE
26.7 33.7
olive black and olive gray
SILTSTONE
Major
slightly siliceous, poorly fissile
Minor
joint, fractured to moderately fractured, narrow, slightly rough; Blocky, good
thin bedded
moderately strong
moderately
96
17
Graphic
SILTSTONE
33.7 35.8
GRAY, BROWNISH GRAY AND YELLOWISH ORANGE
LIMESTONE
Major
Minor
joint, moderately fractured, open, slightly rough; Blocky, good
thin bedded
moderately strong
moderately
100
80
Graphic
LIMESTONE
35.8 49.2
bluish gray
SANDSTONE
Major
micaceous, argillaceous, contains occassional calcareous layers
Minor
joint, moderately fractured, open, very rough; blocky, good
thin to medium bedded
very fine to medium grained
weak to slightly strong
moderately
94
47
Graphic
SANDSTONE
39.1
Major
contains limestone lithic clasts
Minor
Graphic
40
Major
Minor
highly
Graphic
49.2 52.6
dark bluish gray
LIMESTONE
Major
argillaceous, slightly siliceous
Minor
joint, fractured, open, very rough; Blocky, fair
medium bedded
slightly to moderately strong
moderately
88
17
Graphic
LIMESTONE
51.2
Major
Minor
Graphic
52.6 55.9
gray
SHALE
Major
Minor
joint, narrow, slightly rough; blocky, good
very thin bedded
weak
moderately
95
50
Graphic
SHALE
55.9 82
yellowish brown with gray
SANDSTONE
Major
argillaceous, slighlty micaceous
Minor
joint, fractured to moderately fractured, open, very rough; blocky, poor
medium to thick bedded
very fine to medium grained
slightly strong
highly
82
33
Graphic
SANDSTONE
82 91.4
yellowish brown and yellowish orange
SANDSTONE
Major
siliceous
Minor
joint, moderatley fractured, narrow, very rough; blocky, good
very thick bedded
fine to coarse grained
slightly strong
highly
96
79
Graphic
SANDSTONE
91.4 102.9
black with gray
SHALE
Major
carbonaceous
Minor
joint, fractured, tight, slighlty rough; blocky, good
laminated to very thin bedded
weak
moderately
97
30
Graphic
SHALE
102.9 107.3
BLACK
coal
Major
cleated, contains shaley layers
Minor
medium bedded
100
6
Graphic
COAL
107.3 114.2
gray
SILTSTONE
Major
Minor
joint, moderately to slightly fractured, narrow, slightly rough; blocky, very good to good
thin to medium bedded
slightly strong
moderately
99
86
Graphic
SILTSTONE
114.2 116.7
gray with light gray and brownish gray
SANDSTONE
Major
Minor
joint, slightly fractured, narrow, slightly rough; blocky, very good
very thin to thin bedded
very fine grained to fine grained
slightly to moderately strong
moderately
100
100
Graphic
SANDSTONE
116.7 120.8
brownish gray and gray
LIMESTONE
Major
rust stained
Minor
joint, moderately fractured, narrow, very rough; blocky, good
thick bedded
strong
moderately
96
22
Graphic
LIMESTONE
120.8 130.2
GRAY
SILTSTONE
Major
slightly arenaceous, contains very thin very fine to fine grained sandstone layers, contains mica layers
Minor
joint, slightly fractured, marrow, slightly rough; blocky, good
medium to thick bedded
slightly strong
moderately
100
69
Graphic
SILTSTONE
130.2 136.7
gray
CLAYSTONE
Major
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
medium bedded
very weak
moderately
87
46
Graphic
CLAYSTONE
136.7 144.8
gray and brownish gray
SANDSTONE
Major
argillaceous
Minor
joint, fractured, narrow to open, very rough (typically high angle); blocky, good
thin bedded
very fine to fine grained
weak to slightly strong
highly
97
69
Graphic
SANDSTONE
140
gray
Major
Minor
moderately to slightly
Graphic
142.2
Major
contains calcareous layers
Minor
Graphic
144.8 152.3
bluish gray with light gray
SILTSTONE
Major
argillaceous, contains limestone layers
Minor
joint, moderately to slightly fractured, narrow, slightly rough; blocky, good
thin to medium bedded
weak to slightly strong
slightly
100
86
Graphic
SILTSTONE
152.3 201.8
gray and light gray
SANDSTONE
Major
contains occassional lithic fragments
Minor
joint, moderately to slightly fractured, narrow, slightly rough; blocky, good
very thin to thin bedded
very fine to fine grained
moderately strong
slightly
99
89
Graphic
SANDSTONE
156.6
Major
argillaceous
Minor
Graphic
169.9
Major
slightly carbonaceous
Minor
Graphic
180.9
blackish gray and dark gray
SANDSTONE
Major
carbonaceous, argillaceous, slightly fossiliferous
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thin to medium bedded
very fine grained
moderately strong
slightly
98
98
Graphic
199.1
Major
contains non-carbonaceous layers
Minor
Graphic
201.8 219.2
dark gray
SANDSTONE
Major
slightly argillaceous, slightly micaceous, slightly fossiliferous
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thin to medium bedded
very fine to fine grained
slightly strong
slightly
99
96
Graphic
SANDSTONE
216.6
gray
Major
argillaceous
Minor
Graphic
219.2 221.1
gray with black
SANDSTONE
Major
carbonaceous with coal stringers, micaceous
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
medium bedded
fine to medium grained
moderately strong
slightly
100
100
Graphic
SANDSTONE
221.1 228.7
bluish gray with light brown
SANDSTONE
Major
micaceous, slightly brecciated
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thick bedded
fine to coarse grained
moderately strong
slightly
100
100
Graphic
SANDSTONE
228.7 281
gray with brown
SANDSTONE
Major
micaceous
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thin to medium bedded
fine to coarse grained
moderately strong
moderately
Graphic
SANDSTONE
232
gray
Major
Minor
slightly
Graphic
272.3
Major
contains coal stringers and occassional lthic fragments
Minor
Graphic
274.7
Major
contains occassional dark gray very thin very fine to fine grained argilllaceous sandstone layer
Minor
Graphic
281 318.6
dark gray and gray
SANDSTONE
Major
micaceous, slighlty argillaceous
Minor
intact, very good
laminated to thin bedded
very fine to fine grained
moderately strong to strong
slightly
100
100
Graphic
SANDSTONE
297.1
Major
with dark gray laminae at contacts
Minor
very thick bedded
fine to medium grained
Graphic
318.6 320.3
gray with dark gray and light brown
SANDSTONE
Major
conglomeritic, contains coal clasts and stingers
Minor
intact, very good
thin bedded
fine to coarse grained
moderately strong
slightly
100
100
Graphic
SANDSTONE
320.3 339.9
blackish gray, dark gray with gray
SANDSTONE
Major
carbonaceous, pyritic, fossiliferous, contains coal stringers
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
thin bedded
very fine to fine grained
moderately strong
slightly
100
86
Graphic
SANDSTONE
328
Major
argillaceous
Minor
Graphic
339.9 362.2
OLIVE BLACK
SILTSTONE
Major
carbonaceous, argillaceous
Minor
joint, fractured to moderately fractured, narrow, slickensided; blocky, poor
thin to medium bedded
weak to slightly strong
slightly
97
69
Graphic
SILTSTONE
343.6
Major
contains lithic fragments
Minor
Graphic
349.4
dark gray, gray and reddish brown
Major
Minor
Graphic
362.2 382
bluish gray with light gray
SANDSTONE
Major
argillaceous, micaceous, slighlty calcareous
Minor
joint, slightly fractured, narrow, slightly rough; blocky, good
medium to thick bedded
very fine to fine grained
moderately strong to strong
slightly
99
99
Graphic
SANDSTONE
B-003-0-20
ROCK
8.5 9.5
brown and gray
SHALE
Major
Minor
Graphic
SHALE
9.5 20.1
olive gray and brown
SANDSTONE
Major
argillaceous, contains clay seams
Minor
joint, fractured, open, slighlty rough; very blocky, fair
thin to medium bedded
very fine to medium grained
weak
highly
90
23
Graphic
SANDSTONE
20.1 29.4
greenish gray
SHALE
Major
Minor
fault, highly fractured, open, slightly rough; disintegrated, very poor
laminated
very weak
severely
37
0
Graphic
SHALE
29.4 43.6
gray and olive gray
SANDSTONE
Major
argillaceous
Minor
joint, highly fractured, open, slightly rough; disintegrated, very poor
thin to medium bedded
very fine to fine grained
slightly to moderately strong
highly
100
40
Graphic
SANDSTONE
43.6 57.6
gray with grayish brown
SANDSTONE
Major
Minor
joint, fractured, open, slighlty rough; blocky, fair to good
thin bedded
fine to coarse grained
moderately strong
moderately
99
85
Graphic
SANDSTONE
57.6 63.4
gray
SANDSTONE
Major
friable
Minor
joint, fractured, open, slighlty rough; blocky, fair to good
medium bedded
slightly strong
moderately
95
60
Graphic
SANDSTONE
63.4 66.2
olive black
SHALE
Major
carbonaceous
Minor
joint, highly fractured, open, slighlty rough; blocky, fair
laminated to very thin bedded
weak
moderately
58
0
Graphic
SHALE
66.2 79.8
black
coal
Major
cleated with rust staining
Minor
moderately
63
0
Graphic
COAL
79.8 87.7
GRAY
SHALE
Major
Minor
joint, highly fractured, open, slighlty rough; blocky, fair
laminated to very thin bedded
weak
moderately
90
20
Graphic
SHALE
87.7 92.5
brownish gray
LIMESTONE
Major
Minor
joint, highly fractured, open, slighlty rough; blocky, fair
thin to medium bedded
very strong
moderately
100
22
Graphic
LIMESTONE
92.5 105.5
gray
SHALE
Major
arenaceous, contains very fine to fine grained sandstone layers
Minor
joint, moderately fractured, open, slighlty rough; blocky, fair to good
laminated to thin bedded
slightly strong
moderately
96
55
Graphic
SHALE
105.5 119.1
gray
SANDSTONE
Major
micaceous
Minor
joint, moderately fractured, open, slighlty rough; blocky, fair to good
thin to medium bedded
very fine to medium grained
moderately strong to strong
moderately
95
55
Graphic
SANDSTONE
119.1 135.4
gray
CLAYSTONE
Major
Minor
joint, moderately fractured, open, slighlty rough; blocky, fair to good
medium bedded
very weak
moderately
90
56
Graphic
CLAYSTONE
135.4 147.5
gray and brownish gray
SANDSTONE
Major
argillaceous
Minor
joint, moderately fractured, open, slighlty rough; blocky, fair to good
thin bedded
very fine to fine grained
moderately strong
moderately
99
80
Graphic
SANDSTONE
B-003-1-20
ROCK
8.5 10
brown with gray
SANDSTONE
Major
Minor
weak
severely
Graphic
SANDSTONE
10 14.7
brown and gray
SANDSTONE
Major
Minor
joint, hghly fractured, open, slightly rough; disentigrated, very poor
thin bedded
very fine to fine grained
weak
severely
78
14
Graphic
SANDSTONE
14.7 15.1
GRAY
SANDSTONE
Major
argillaceous
Minor
joint, fractured to moderately fractured, open, slightly rough; Very Blocky, good
thin bedded
very fine to fine grained
slightly strong
highly
85
32
Graphic
SANDSTONE
15.1 44.6
bluish gray
SANDSTONE
Major
argillaceous
Minor
joint, moderately to slightly fractured, narrow, slightly rough; Blocky, good
thin bedded
very fine to fine grained
moderately strong
moderately
96
49
Graphic
SANDSTONE
44.6 66.1
DARK GRAY WITH GRAY
SANDSTONE
Major
argillaceous, SLIGHTLY FOSSILIFEROUS
Minor
joint, slightly fractured, narrow, slightly rough; Blocky, good
thin bedded
very fine to fine grained
moderately strong
slightly
98
91
Graphic
SANDSTONE
66.1 68.3
GRAY AND DARK GRAY
CLAYSTONE
Major
contains ltthic clast and limestone layers
Minor
joint, slightly fractured, narrow, slightly rough; Blocky, good
medium bedded
weak
slightly
100
50
Graphic
CLAYSTONE
68.3 73.6
GRAY
CLAYSTONE
Major
Minor
joint, slightly fractured, narrow, slightly rough; Blocky, good
medium to thick bedded
weak to slightly strong
slightly
99
80
Graphic
CLAYSTONE
73.6 81.6
GRAY
SILTSTONE
Major
calcareous, arenaceous, contains lithic fragments and limoninte
Minor
joint, slightly fractured, narrow, slightly rough; Blocky, good
medium bedded
slightly strong
slightly
98
86
Graphic
SILTSTONE
81.6 162.8
GRAY WITH LIGHT BLUISH GRAY
SANDSTONE
Major
argillaceous, micaceous
Minor
joint, intact, narrow, very rough; Intact, very good
very thin to thin bedded
fine to medium grained
moderately strong
slightly
99
99
Graphic
SANDSTONE
157.5
Major
contains coal laminae/stringers
Minor
Graphic
162.5
Major
shale laminae
Minor
Graphic
162.8 165.9
light gray
LIMESTONE
Major
arenaceous, brecciated with lithic fragments and coal stringers
Minor
joint, intact, narrow, very rough; Intact, very good
thin to medium bedded
strong
slightly
100
100
Graphic
LIMESTONE
165.9 171.4
gray and light gray
SANDSTONE
Major
Minor
joint, intact, narrow, very rough; Intact, very good
very thin to thin bedded
very fine to medium grained
moderately strong
slightly
95
95
Graphic
SANDSTONE
171.4 172.6
GREENISH GRAY
SHALE
Major
Minor
joint, intact, narrow, very rough; Intact, very good
laminated to very thin bedded
weak to slightly strong
slightly
Graphic
SHALE
172.6 195.7
GREENISH GRAY WITH LIGHT GRAY
SANDSTONE
Major
argillaceous
Minor
joint, intact, narrow, very rough; Intact, very good
thin to medium bedded
fine to medium grained
strong
slightly
91
89
Graphic
SANDSTONE
195.7 205.4
GRAY
SILTSTONE
Major
arenaceous
Minor
joint, intact, narrow, very rough; Intact, very good
medium to thick bedded
weak to slightly strong
slightly
95
70
Graphic
SILTSTONE
205.4 213.2
RED AND GRAY
CLAYSTONE
Major
Minor
joint, moderately fractured, open, slickensided; Blocky, fair to good
medium bedded
weak to slightly strong
slightly
95
50
Graphic
CLAYSTONE
213.2 232
gray
SILTSTONE
Major
arenaceous
Minor
joint, intact, narrow, very rough; Intact, very good
medium bedded
slightly strong
slightly
99
73
Graphic
SILTSTONE
B-004-0-20
ROCK
15.1 66.3
brownish gray and gray
SANDSTONE
Major
rust stained
Minor
jont, fractured to moderately fractured, open, very rough; blocky, fair to good
thin to medium bedded
very fine to fine grained
slightly strong
highly
97
27
Graphic
SANDSTONE
22.1
Major
argillaceous
Minor
highly fractured, disentigrated, very poor
severely
Graphic
26.3
Major
Minor
highly
Graphic
30.6
Major
contains occassional lithic fragments
Minor
Graphic
40.4
grayish black
Major
slightly fossiliferous
Minor
moderately
Graphic
54.8
light gray and dark gray
Major
contains fine to medium grained layers
Minor
Graphic
66.3 72.7
greenish gray
SILTSTONE
Major
contains lithic rounded clasts and thin limestone layers
Minor
joint, moderately fractured, narrow to open, very rough; blocky, fair to good
thin to medium bedded
slightly strong
slightly
100
60
Graphic
SILTSTONE
72.7 82.8
bluish gray with light brown
SANDSTONE
Major
argillaceous, micaceous
Minor
joint, intact, narrow, very rough; Blocky, good to very good
thin to medium bedded
very fine to fine grained
strong
slightly
98
88
Graphic
SANDSTONE
82.8 130.1
gray with light gray
SANDSTONE
Major
micaceous
Minor
joint, intact, narrow, very rough; Blocky, good to very good
medium to thick bedded
fine to medium grained
moderately strong to strong
slightly
99
98
Graphic
SANDSTONE
130.1 139.2
gray with dark gray
SANDSTONE
Major
micaceous, contains occassional coal stringer
Minor
joint, intact, narrow, very rough; Blocky, good to very good
laminated to very thin bedded
very fine to fine grained
moderately strong
slightly
97
84
Graphic
SANDSTONE
139.2 144.6
dark greenish gray
SILTSTONE
Major
Minor
joint, slightly fractured, open, very rough; blocky, good
medium bedded
moderately strong
slightly
99
89
Graphic
SILTSTONE
144.6 160.4
gray
SANDSTONE
Major
Minor
joint, slightly fractured, open, very rough; blocky, good
thick to very thick bedded
fine to coarse grained
moderately strong
slightly
99
99
Graphic
SANDSTONE
160.4 162.3
gray
SANDSTONE
Major
brecciated
Minor
joint, slightly fractured, open, very rough; blocky, good
medium bedded
slightly strong
slightly
95
95
Graphic
SANDSTONE
162.3 174
GRAY
SANDSTONE
Major
argillaceous
Minor
joint, slightly fractured, open, very rough; blocky, good
medium bedded
very fine to fine grained
strong
slightly
100
96
Graphic
SANDSTONE
174 176.8
greenish gray, gray and brown
SANDSTONE
Major
conglomeritic with siltstone matrix
Minor
joint, moderately fractured, open, very rough; blocky, fair
medium bedded
moderately strong
slightly
99
76
Graphic
SANDSTONE
176.8 201.6
greenish gray with light brown
SANDSTONE
Major
argillaceous, contains calcareous fine to medium grained layers
Minor
joint, slightly fractured, open to narrow, very rough; blocky, very good
thin bedded
very fine to fine grained
moderately strong
slightly
98
89
Graphic
SANDSTONE
201.6 208.1
GRAY
SILTSTONE
Major
Minor
joint, moderately fractured, open, slightly rough; very blocky, fair
medium to thick bedded
slightly strong to strong
slightly
100
90
Graphic
SILTSTONE
203.1
gray with yellowish brown
Major
Minor
Graphic
208.1 223
red and gray
CLAYSTONE
Major
Minor
joint, moderately fractured, open, slightly rough; very blocky, fair
medium bedded
weak to slightly strong
slightly
97
65
Graphic
CLAYSTONE
223 237
greenish gray
SANDSTONE
Major
argillaceous, slightly calcareous
Minor
joint, intact, open to narrow, very rough; Intact, very good
thick to very thick bedded
very fine to fine grained
moderately strong
unweathered
100
95
Graphic
SANDSTONE
SPT
Natural Ground
1.5
N-Value
long
n_value
34
SPT
89
CME Automatic
18
1
10
6
2
13
6
3
21
6
SPT
Natural Ground
3.5
N-Value
long
n_value
28
SPT
89
CME Automatic
18
1
12
6
2
14
6
3
14
6
SPT
Natural Ground
6
N-Value
long
n_value
24
SPT
89
CME Automatic
18
1
18
6
2
16
6
3
8
6
SPT
Natural Ground
1.5
N-Value
long
n_value
26
SPT
89
CME Automatic
18
1
4
6
2
11
6
3
15
6
SPT
Natural Ground
3.5
N-Value
long
n_value
22
SPT
89
CME Automatic
18
1
2
6
2
9
6
3
13
6
SPT
Natural Ground
6
N-Value
long
n_value
20
SPT
89
CME Automatic
18
1
5
6
2
9
6
3
11
6
SPT
Natural Ground
8.5
N-Value
long
n_value
32
SPT
89
CME Automatic
18
1
6
6
2
8
6
3
24
6
SPT
Natural Ground
11
N-Value
long
n_value
121
SPT
89
CME Automatic
18
1
18
6
2
56
6
3
65
6
SPT
Natural Ground
1.5
N-Value
long
n_value
32
SPT
89
CME Automatic
18
1
8
6
2
11
6
3
21
6
SPT
Natural Ground
3.5
N-Value
long
n_value
20
SPT
89
CME Automatic
18
1
10
6
2
11
6
3
9
6
SPT
Natural Ground
6
N-Value
long
n_value
18
SPT
89
CME Automatic
18
1
7
6
2
8
6
3
10
6
SPT
Natural Ground
8.5
N-Value
long
n_value
SPT
89
CME Automatic
12
1
36
6
2
60
6
SPT
Natural Ground
1.5
N-Value
long
n_value
20
SPT
89
CME Automatic
18
1
6
6
2
10
6
3
10
6
SPT
Natural Ground
3.5
N-Value
long
n_value
8
SPT
89
CME Automatic
18
1
1
6
2
3
6
3
5
6
SPT
Natural Ground
6
N-Value
long
n_value
59
SPT
89
CME Automatic
18
1
14
6
2
27
6
3
32
6
SPT
Natural Ground
8.5
N-Value
long
n_value
65
SPT
89
CME Automatic
18
1
17
6
2
23
6
3
42
6
SPT
Natural Ground
1.5
N-Value
long
n_value
16
SPT
89
CME Automatic
18
1
5
6
2
6
6
3
10
6
SPT
Natural Ground
3.5
N-Value
long
n_value
21
SPT
89
CME Automatic
18
1
6
6
2
7
6
3
14
6
SPT
Natural Ground
6
N-Value
long
n_value
37
SPT
89
CME Automatic
18
1
10
6
2
14
6
3
23
6
SPT
Natural Ground
8.5
N-Value
long
n_value
SPT
89
CME Automatic
12
1
26
6
2
60
6
LOI
Natural Ground
1.5
LOI
double
organic_content
%
measured
5.30000019073486
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
27 18
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
34 24
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
34 23
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
34 25
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
35 22
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
31 20
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
41 21
PARTICLE_SIZE
Natural Ground
1.5
0.075
50.5200004577637
0.425
72.7600021362305
2
80.6500015258789
4.75
90.5899963378906
9.5
95.870002746582
12.5
98.0800018310547
19
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.49999983236194E-03
20.3999996185303
120
4.4999998062849E-03
15.4799995422363
PARTICLE_SIZE
Natural Ground
1.5
0.075
66.4400024414063
0.425
80.1500015258789
2
85.1699981689453
4.75
90.3000030517578
9.5
94.4800033569336
12.5
96.7300033569336
19
96.7300033569336
25
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.19999987632036E-03
27.3400001525879
120
4.30000014603138E-03
21.2700004577637
PARTICLE_SIZE
Natural Ground
1.5
0.075
39.5200004577637
0.425
44.2000007629395
2
49.9700012207031
4.75
63.8600006103516
9.5
76.3000030517578
12.5
85.0100021362305
19
94.5800018310547
25
97.5500030517578
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
6.89999992027879E-03
21.2099990844727
120
4.19999985024333E-03
15.3100004196167
PARTICLE_SIZE
Natural Ground
6
0.075
65.5
0.425
75.4800033569336
2
84.9400024414063
4.75
92.3899993896484
9.5
96.4000015258789
12.5
98.5400009155273
19
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.00000021606684E-03
32.060001373291
120
4.19999985024333E-03
24.2000007629395
PARTICLE_SIZE
Natural Ground
1.5
0.075
43.4000015258789
0.425
50.4900016784668
2
59.9000015258789
4.75
71.2799987792969
9.5
79
12.5
82.1999969482422
19
85.379997253418
25
87.3499984741211
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.19999987632036E-03
18.6000003814697
120
4.10000002011657E-03
21.3999996185303
PARTICLE_SIZE
Natural Ground
6
0.075
62.2900009155273
0.425
72.1900024414063
2
78.5299987792969
4.75
90.8899993896484
9.5
96.7600021362305
12.5
98.879997253418
19
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
6.89999992027879E-03
31.3099994659424
120
4.19999985024333E-03
23.1499996185303
PARTICLE_SIZE
Natural Ground
1.5
0.075
74.3399963378906
0.425
76.6900024414063
2
78.1999969482422
4.75
94.0400009155273
9.5
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
5.9000002220273E-03
56.5699996948242
120
3.59999993816018E-03
48.189998626709
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.0,A-4a,A-4a,3
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.0,A-4a,,
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.5,A-4a,A-4a,6
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.5,A-4a,,
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.0,A-6a,A-6a,1
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.0,A-6a,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.0,A-6a,A-4a,6
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.0,A-6a,A-6a,2
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.5,A-6a,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5+,A-6a,A-6a,6
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5+,A-7-6,A-7-6,12
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5+,A-7-6,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5+,A-7-6,,
WATER CONTENT
Natural Ground
1.5
double
water_content
%
14.8999996185303
WATER CONTENT
Natural Ground
3.5
double
water_content
%
11.3999996185303
WATER CONTENT
Natural Ground
6
double
water_content
%
7.69999980926514
WATER CONTENT
Natural Ground
1.5
double
water_content
%
15.6999998092651
WATER CONTENT
Natural Ground
3.5
double
water_content
%
14.3999996185303
WATER CONTENT
Natural Ground
6
double
water_content
%
17.2999992370605
WATER CONTENT
Natural Ground
8.5
double
water_content
%
18.3999996185303
WATER CONTENT
Natural Ground
11
double
water_content
%
15.3999996185303
WATER CONTENT
Natural Ground
1.5
double
water_content
%
15.8000001907349
WATER CONTENT
Natural Ground
3.5
double
water_content
%
18.8999996185303
WATER CONTENT
Natural Ground
6
double
water_content
%
27.6000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
10.3999996185303
WATER CONTENT
Natural Ground
1.5
double
water_content
%
20.1000003814697
WATER CONTENT
Natural Ground
3.5
double
water_content
%
23.7000007629395
WATER CONTENT
Natural Ground
6
double
water_content
%
11.6000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
11
WATER CONTENT
Natural Ground
1.5
double
water_content
%
16.7999992370605
WATER CONTENT
Natural Ground
3.5
double
water_content
%
18.2999992370605
WATER CONTENT
Natural Ground
6
double
water_content
%
16.1000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
5
CPT Sounding
Natural Ground
qc
double
tip_resistance
tonfUS/ft2
9999
fs
double
sleeve_friction
tonfUS/ft2
9999
u2
double
pore_water_pressure
tonfUS/ft2
9999
,,
Assumed Water Depth
ft
Water Depth
ft
piezocone
15
1
15