TEST PIT SUMMARY
TEST METHOD
DATE
TS
SM4
45
50
5
0.0
0.1
1.9
0.1
1.9
4.3
0.1
1.8
2.4
TS
SM1
GW
15
1
75
9
10
60
0.0
01
0.1
4.6
4.8
0.1
46
4.6
4.8
5.5
0.1
45
4.5
0.2
0.7
TS
SM3
GW
SM2
38
4
25
60
36
60
2
60
15
10-05
0.0
0.1
0.5
0.1
0.5
0.1
0.4
TS
GW
old garbage dump
10-06
0.0
0.1
0.5
0.1
0.5
4.1
0.1
0.4
3.6
TS
GW
CL
3
80
42
13
55
7
3
0.0
0.1
0.7
0.1
0.7
4.9
0.1
0.6
4.2
TS
GW
CL
4
75
46
20
50
5
2
0.0
0.1
1.5
1.8
0.1
1.5
1.8
5.2
0.1 crushed sand
1.4
SM4
40 55
0.3
GW
4 46
3.4
SM4
40 55
5
50
5
10-04
10-07
10-08
1
1
200
150
FINES
GRAVEL
FINES
500
SOIL
CLASSIFICATION
1
WATERTABLE (m)
150-300mm (%)
75-150mm (%)
3
MAX SIZE (mm)
32338
>300mm (%)
10-03
ABSORPTION
%coarse/%fines
0.1
5.2
B.R.D
coarse/fines
0.1
5.3
FRACTURE A/B
0.0
0.1
10-02
MgSO4
%coarse/ %fine
35
25
DURABILITY
DEGRADE
30
15
CRUSH
MICRO DEVAL
GRAVEL
35
60
PIT RUN
SAND
EQUIVALENT
SAND
TS
GM3
CL
OVERSIZE
LABORATORY TEST RESULTS
GRAVEL
FINES
0.1
1.0
3.2
FIELD VISUAL IDENTIFICATION
Tracked Excavator
September 28‐30, 2010
SAND
SOIL
CLASSIFICATION
0.1
1.1
4.3
10-01
DEPTH (m)
0.0
0.1
1.1
SAMPLE NUMBER
To
TEST PIT NUMBER
From
LAYER THICKNESS (m)
East Pine Pit
Peace
SAND
PROJECT
DISTRICT
TEST PIT SUMMARY
TEST METHOD
DATE
TS
SM2
GW
CL
25
3
80
70
37
10
5
60
10
1
0.0
0.1
25
2.5
0.1
2.5
47
4.7
0.1
2.4
22
2.2
TS
SM3
GW
35
2
55
38
10
60
3
1
2
350
1
0.0
0.1
2.9
0.1
2.9
4.9
0.1
2.8
2.0
TS
SM3
GW
35
2
55
38
10
60
3
150
0.0
3.2
3.2
4.7
3.2
1.5
relocated OB
GW
3 42
55
10-14
0.0
2.5
2.5
relocated OB
10-15
0.0
1.2
1.2
4.7
1.2
3.5
GW
ML/CL
4
95
41
3
55
2
2
2
150
150
10-16
0.0
0.1
2.0
3.2
0.1
2.0
3.2
4.6
0.1
1.9
1.2
1.4
TS
ML
SP
SW
90
2
2
5
90
68
5
8
30
2
150
0.0
1.2
1.2
5.1
1.2
3.9
GW
CL
1
68
34
12
65
20
3
150
10-11
25839
10-12
X0105
10-13
10-17
FINES
GRAVEL
FINES
SOIL
CLASSIFICATION
WATERTABLE (m)
ABSORPTION
%coarse/%fines
0.1
1.7
0.3
2.2
B.R.D
coarse/fines
MAX SIZE (mm)
0.1
1.8
2.1
4.3
FRACTURE A/B
>300mm (%)
0.0
0.1
1.8
2.1
10-10
MgSO4
%coarse/ %fine
150-300mm (%)
10
60
10
DURABILITY
DEGRADE
75-150mm (%)
75
37
10
1
CRUSH
MICRO DEVAL
GRAVEL
15
3
80
30375
PIT RUN
SAND
EQUIVALENT
SAND
TS
SM1
GW
CL
OVERSIZE
LABORATORY TEST RESULTS
GRAVEL
FINES
0.1
1.7
1.1
2.3
FIELD VISUAL IDENTIFICATION
Tracked Excavator
September 28‐30, 2010
SAND
SOIL
CLASSIFICATION
0.1
1.8
2.9
5.2
10-09
DEPTH (m)
0.0
0.1
1.8
2.9
SAMPLE NUMBER
To
TEST PIT NUMBER
From
LAYER THICKNESS (m)
East Pine Pit
Peace
SAND
PROJECT
DISTRICT
TEST PIT SUMMARY
10-21
1.7
4.9
1.7
3.2
ML
SW
70
1
30
54
45
2
150
0.0
0.1
0.1
5.2
0.1
5.1
TS
ML
95
5
0.1
33
3.3
5.1
0.1
32
3.2
1.8
TS
ML
GW
95
4
5
41
55
2
150
50
2
150
1
150
1
10-22
46605
1
0.0
2.5
2.5
4.9
2.5
2.4
ML
GW
95
4
5
46
0.0
0.2
0.4
3.8
0.2
0.4
3.8
5.2
0.2
0.2
3.4
1.4
GP-GM
SP
GW
GC3
10
3
2
30
40
97
38
20
0.0
0.4
3.4
0.4
3.4
4.9
0.4
3.0
1.5
GP-GM
GW
SP-SM
10
2
18
35
43
82
55
55
2
0.0
1.3
1.3
5.1
1.3
3.8
GW
SP-SM
2
18
43
82
55
2
0.0
0.5
0.5
5.0
0.5
4.5
GP-GM
SP-SM
10
18
40
82
50
10-23
46503
1
10-24
50278
1
10-25
49982
1
10-26
50
60
50
5
150
1
250
FINES
GRAVEL
SAND
FINES
SOIL
CLASSIFICATION
WATERTABLE (m)
MAX SIZE (mm)
>300mm (%)
150-300mm (%)
75-150mm (%)
B0494
0.0
01
0.1
3.3
ABSORPTION
%coarse/%fines
0.0
1.7
B.R.D
coarse/fines
55
15
10
FRACTURE A/B
38
10
25
MgSO4
%coarse/ %fine
7
75
65
DURABILITY
DEGRADE
GP-GM
CL
ML
CRUSH
MICRO DEVAL
1.8
0.5
2.1
PIT RUN
SAND
EQUIVALENT
1.8
2.3
4.4
OVERSIZE
LABORATORY TEST RESULTS
GRAVEL
0.0
1.8
2.3
FIELD VISUAL IDENTIFICATION
Tracked Excavator
September 28‐30, 2010
SAND
GRAVEL
10-20
SAND
1
FINES
10-19
B0819
To
SOIL
CLASSIFICATION
1
From
LAYER THICKNESS (m)
SAMPLE NUMBER
10-18
X3492
TEST METHOD
DATE
East Pine Pit
Peace
DEPTH (m)
TEST PIT NUMBER
PROJECT
DISTRICT
TEST PIT SUMMARY
TEST METHOD
DATE
1.2
2.2
3.6
4.9
0.6
0.9
ML
SM2
GP
GP-GM
ML
ML
80
20
4
10
65
95
20
80
36
40
5
5
46
89
FINES
GRAVEL
FINES
SOIL
CLASSIFICATION
WATERTABLE (m)
MAX SIZE (mm)
>300mm (%)
150-300mm (%)
75-150mm (%)
GRAVEL
60
50
30
ABSORPTION
%coarse/%fines
0.0 1.2
1.2 3.4
3.4 7.0
7.0 11.9
11.9 12.5
12.5 13.4
B.R.D
coarse/fines
10-03
95 5
12 88
100
95 5
FRACTURE A/B
ML
SM1
CH
ML
MgSO4
%coarse/ %fine
2.4
6.7
2.2
2.4
DURABILITY
DEGRADE
0.0 2.4
2.4 9.1
9.1 11.3
11.3 13.7
64
64 8.8
64
25
CRUSH
MICRO DEVAL
10-02
45
50
40
15
PIT RUN
SAND
EQUIVALENT
SAND
5
20
6
35
5
43
45
40
15
20
5
To
OVERSIZE
LABORATORY TEST RESULTS
GRAVEL
FINES
95
80
94
65
95
12
5
20
70
80
95
From
FIELD VISUAL IDENTIFICATION
Auger
September 30, 2010
SAND
SOIL
CLASSIFICATION
ML
ML
ML
ML
ML
GM1
GP-GM
GM2
ML
ML
CH
DEPTH (m)
2.1
2.6
1.1
0.3
1.5
0.6
0.6
0.8
0.8
1.5
1.5
10-01
SAMPLE NUMBER
0.0 2.1
2.1 4.7
4.7 5.8
5.8 6.1
6.1 7.6
7.6 8.2
8.2 8.8
8.8 9.6
9.6 10.4
10.4 11.9
11.9 13.4
TEST HOLE NUMBER
LAYER THICKNESS (m)
East Pine Pit
Peace
SAND
PROJECT
DISTRICT
TEST PIT SUMMARY
TEST METHOD
DATE
28
10
96
30
96
4
96
94
70
10-06
0.0
1.2
1.2
7.6
1.2
6.4
GP
ML/CH
2
93
43
2
55
5
10-07
0.0
9.1
9.1
ML
90
3
7
10-08
0.0
0.3
1.2
2.2
3.7
4.6
5.2
0.3
1.2
3.4
3.7
4.6
5.2
7.6
0.3
0.9
2.2
1.5
0.9
0.6
2.4
OB
SM3
30
GP-GM 10
SP-SM 8
GP-GM 8
SP-SM 10
CH
100
70
40
92
42
90
25
2
38
50
38
50
38
GRAVEL
SAND
FINES
GRAVEL
SAND
FINES
ABSORPTION
%coarse/%fines
2
90
4
70
4
96
4
4
B.R.D
coarse/fines
GP
ML
SP
ML/CH
SP
ML
SP
SP
FRACTURE A/B
3.0
0.4
27
2.7
1.2
4.0
0.3
2.7
0.9
MgSO4
%coarse/ %fine
3.0
3.4
61
6.1
7.3
11.3
11.6
14.3
15.2
64
DEGRADE
0.0
3.0
34
3.4
6.1
7.3
11.3
11.6
14.3
10-05
45
60
36
50
50
40
38
DURABILITY
MICRO DEVAL
ML
100
SP-SM 5 95
GP-GM 8 43
GP
4 36
SP
4 60
GP
4 46
GM4
40 10
SP
4 56
ML/CH 60 2
CRUSH
SAND
EQUIVALENT
0.6
2.1
0.3
4.6
1.5
2.2
0.3
1.8
1.8
PIT RUN
SOIL
CLASSIFICATION
0.6
2.7
3.0
7.6
9.1
11.3
11.6
13.4
15.2
MAX SIZE (mm)
0.0
0.6
2.7
3.0
7.6
9.1
11.3
11.6
13.4
10-04
>300mm (%)
To
150-300mm (%)
From
75-150mm (%)
GRAVEL
SAND
FINES
OVERSIZE
Auger
September 30, 2010
LABORATORY TEST RESULTS
WATERTABLE (m)
FIELD VISUAL IDENTIFICATION
SOIL
CLASSIFICATION
LAYER THICKNESS (m)
East Pine Pit
Peace
DEPTH (m)
SAMPLE NUMBER
TEST HOLE NUMBER
PROJECT
DISTRICT
TEST PIT SUMMARY
1.5
0.3
1.2
16
1.6
0.6
2.4
SP-SM
SP-SM
GP
ML
SP-SM
CH
5
10
3
53
10
80
75
50
48
35
90
5
15
0.0
0.6
3.8
0.6
3.8
7.6
0.6
3.2
3.8
ML
SP
CH
100
4 90
80 5
6
15
FINES
GRAVEL
SAND
FINES
SOIL
CLASSIFICATION
WATERTABLE (m)
MAX SIZE (mm)
>300mm (%)
150-300mm (%)
75-150mm (%)
GRAVEL
20
40
49
10
ABSORPTION
%coarse/%fines
1.5
1.8
3.0
46
4.6
5.2
7.6
10
38
B.R.D
coarse/fines
0.0
1.5
1.8
30
3.0
4.6
5.2
58
10
36
FRACTURE A/B
80
95
38
88
60
5
85
10
MgSO4
%coarse/ %fine
20
5
4
2
4
95
15
80
DURABILITY
DEGRADE
SM2
SP-SM
GP
SP
SP
ML
SM1
CH
CRUSH
MICRO DEVAL
0.6
0.6
2.6
0.8
0.6
1.8
1.8
3.4
PIT RUN
SAND
EQUIVALENT
0.6
1.2
3.8
4.6
5.2
7.0
8.8
12.2
OVERSIZE
LABORATORY TEST RESULTS
GRAVEL
0.0
0.6
1.2
3.8
4.6
5.2
7.0
8.8
FIELD VISUAL IDENTIFICATION
Auger
September 30, 2010
SAND
SAND
To
DEPTH (m)
FINES
10-11
From
SOIL
CLASSIFICATION
10-10
TEST METHOD
DATE
East Pine Pit
Peace
LAYER THICKNESS (m)
10-09
SAMPLE NUMBER
TEST HOLE NUMBER
PROJECT
DISTRICT
TEST PIT SUMMARY
TEST METHOD
DATE
Peace
1.4
1.5
2.4
3.5
5.5
6.0
1.4
0.1
0.9
1.1
2.0
0.5
OB
SP
GP
CL
GP
CL
12-05
0.0 1.5
1.5 2.6
2.6 4.0
1.5
1.1
1.4
GP
SP
GP
3
2
3
33
95
33
44
3
44
12-06
0.0 1.7
1.7 2.7
2.7 4.8
1.7
1.0
2.1
GP
SP
CL
4
2
98
38
90
2
58
8
1
12-07
0.0 3.5
3.5 4.8
3.5
1.3
GP-GM 7
28
CL
100
65
3
0.0
1.1
1.8
3.2
1.1
0.7
1.4
0.7
GP-GM 7
35
CL
100
GP-GM 7
35
CL
100
58
3
150
58
3
150
12-08
1.1
1.8
3.2
3.9
MAX SIZE (mm)
>300mm (%)
150-300mm (%)
75-150mm (%)
GRAVEL
SAND
FINES
4
96
2
35
95
5
2
35
100
63
63
150
3.5
3.2
ABSORPTION
%coarse/%fines
0.0
1.4
1.5
2.4
3.5
5.5
12-04
B.R.D
coarse/fines
97
FRACTURE A/B
3
MgSO4
%coarse/ %fine
OB
SP
DEGRADE
1.8
4.2
1
MICRO DEVAL
0.0 1.8
1.8 6.0
68
SAND
EQUIVALENT
12-03
8
DURABILITY
GRAVEL
28
150
FINES
4
2
October 10, 2012
CRUSH
GRAVEL
GP
66
SAND
3.5
4
30
100
4
88
FINES
0.0 3.5
To
PIT RUN
SOIL
CLASSIFICATION
12-02 45395
From
OVERSIZE
TRACKED EXCAVATOR
LABORATORY TEST RESULTS
WATERTABLE (m)
SOIL
CLASSIFICATION
GP
CL
SP
12-01
DEPTH (m)
1.5
1.6
1.9
SAMPLE NUMBER
0.0 1.5
1.5 3.1
3.1 5.0
TEST PIT NUMBER
LAYER THICKNESS (m)
FIELD VISUAL IDENTIFICATION
SAND
PROJECT
DISTRICT
East Pine Pit
TEST PIT SUMMARY
Peace
12-15
5
4
1
28
0.5
2.9
GP
SM4
4
43
32
57
54
0.0 0.3
0.3 3.0
0.3
2.7
FILL
SP
2
93
5
0.0 0.3
0.3 4.3
0.3
4.0
FILL
ML
95
5
68
3
150
ABSORPTION
%coarse/%fines
B.R.D
coarse/fines
FRACTURE A/B
MgSO4
%coarse/ %fine
DEGRADE
MICRO DEVAL
SAND
EQUIVALENT
DURABILITY
GRAVEL
FINES
12-14
94
October 10, 2012
CRUSH
GRAVEL
0.0 0.5
0.5 3.4
TS
ML
GP
5.1
SAND
12-13
58
FINES
0.1
2.6
3.3
38
80
PIT RUN
SOIL
CLASSIFICATION
0.0 0.1
0.1 2.7
2.7 6.0
150
3.9
4
20
TRACKED EXCAVATOR
LABORATORY TEST RESULTS
WATERTABLE (m)
12-12
MAX SIZE (mm)
OB
3
>300mm (%)
6.0
150-300mm (%)
0.0 6.0
57
75-150mm (%)
12-11
GP-GM 8
35
ML
7
93
SP
4
96
CL
100
GRAVEL
GP
SM2
SAND
4.6
0.5
OVERSIZE
FINES
0.0 4.6
4.6 5.1
12-10
SOIL
CLASSIFICATION
1.1
1.6
1.2
0.2
DEPTH (m)
1.1
2.7
3.9
4.1
SAMPLE NUMBER
0.0
1.1
2.7
3.9
TEST PIT NUMBER
To
LAYER THICKNESS (m)
FIELD VISUAL IDENTIFICATION
From
12-09
TEST METHOD
DATE
East Pine Pit
SAND
PROJECT
DISTRICT