APPENDIX A SOILS INVESTIGATION REPORT
Transcript of APPENDIX A SOILS INVESTIGATION REPORT
The City of Winnipeg Appendix A Bid Opportunity No. 1172-2018 Page 1 of 1
Template Version: C120181015 - C BCivil
APPENDIX A – SOILS INVESTIGATION REPORT
ORIGINAL SHEET - ISO 11x17 - v17.05
Legend Notes
Figure No.
Client/Project
Title
CITY OF WINNIPEGGEOTECHNICAL INVESTIGATION ON PLESSIS AND GUNN ROADWINNIPEG, MB
PLESSIS ROAD
TESTHOLE LOCATION PLAN
2018-11-21123314063
www.stantec.comFax.Tel.
Stantec Consulting Ltd.Suite 500, 311 Portage AvenueWinnipeg MB CanadaR3B 2B9
204.489.5900 204.453.9012
V:\1
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2018
/11/
22 1
0:39
AM By:
Boug
hton
, Lee
N
DE
VO
NS
HIR
E D
R
PLESSIS RD
TH01
TH02
TH03
KILD
ON
AN
G
RE
EN
D
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KILD
ON
AN
M
EA
DO
W D
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U
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TH04
ORIGINAL SHEET - ISO 11x17 - v17.05
Legend Notes
Figure No.
Client/Project
Title
CITY OF WINNIPEGGEOTECHNICAL INVESTIGATION ON PLESSIS AND GUNN ROADWINNIPEG, MB
GUNN ROAD
TESTHOLE LOCATION PLAN
2018-11-21123314063
www.stantec.comFax.Tel.
Stantec Consulting Ltd.Suite 500, 311 Portage AvenueWinnipeg MB CanadaR3B 2B9
204.489.5900 204.453.9012
V:\1
233\
activ
e\12
3314
063\
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g\03
02_s
heet
_file
s\02
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2018
/11/
22 1
0:40
AM By:
Boug
hton
, Lee
N
N
PLE
SS
IS
R
D
DA
Y S
T
TH04
TH05
TH06
TH07
TH08
TH09
TH10
TH11
TH12
TH13
GUNN RD
GUNN RD
TP
GW
CH
TOPSOIL
19 mm Crushed Limestone
firm to stiff, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
5
39
44
49
47
47
47
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH01 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM641782.095530535.962
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018232.107 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
FL
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
stiff, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
22
35
52
46
54
45
44
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH02 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM641779.2565530738.528
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018231.828 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
FL
ML
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
compact, brown SILT (ML)- some clay, trace fine grained sand
firm, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
24
19
52
52
50
48
46
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH03 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM641774.6265531009.269
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018232.608 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
FL
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm to stiff, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
37
27
40
49
51
47
46
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH04 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM641810.3055531100.534
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018232.533 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
FL
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
-mixed SILT and CLAY between 1.67 m and 1.82 m
firm to stiff, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
Particle Size Analysis Results @ 2.8 m:- 0% Gravel, 0.4% Sand, 11.7% Silt, 87.9% Clay
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
ST
GS
ST
GS
GS
ST
GS
GS
35
39
37
51
44
46
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH05 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM641972.8015531134.263
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018232.461 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)>>
TP
FL
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm to stiff, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
49
39
48
54
52
48
44
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH06 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM642158.1125531137.324
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 12, 2018232.490 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
FL
CH
TOPSOIL
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or soil sloughing wasobserved during or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
28
18
51
50
48
45
49
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH07 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM642335.6265531140.42
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018232.307 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm to stiff, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage was observed during orupon completion of drilling.• Minor sloughing was observed upon completion ofdrilling.
GS
GS
GS
GS
GS
GS
GS
27
31
46
44
46
50
50
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH08 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM642515.5735531143.584
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018232.370 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or sloughing was observedduring or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
33
28
52
56
55
54
54
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH09 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM642698.465531146.765
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018232.715 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm to stiff, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or sloughing was observedduring or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
26
35
49
52
52
43
52
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH10 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM642878.0395531149.824
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018232.776 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
ML
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
compact, brown SILT (ML)- clayey, trace fine grained sand
firm, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or sloughing was observedduring or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
35
35
34
42
59
55
43
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH11 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM643062.8495531153.019
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018232.927 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
ML
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
compact, brown SILT (ML)- some clay, trace fine grained sand
firm, brown, fat CLAY (CH)- some silt, trace fine to coarse grained sand
- grey below 6.1 m
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or sloughing was observedduring or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
36
32
47
54
49
42
46
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH12 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM643238.0485531156.007
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018233.037 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
TP
GW
FL
CH
TOPSOIL
19 mm Crushed Limestone
FILL: stiff, dark grey, fat clay (CH)- silty, trace gravel, trace fine to coarse grained sand
firm, grey, fat CLAY (CH)- some silt, trace fine to coarse grained sand
End of Testhole• Testhole terminated at a depth of 8.0 m.• No groundwater seepage or sloughing was observedduring or upon completion of drilling.
GS
GS
GS
GS
GS
GS
GS
27
26
48
51
57
54
44
SO
IL S
YM
BO
L
DE
PT
H (
m)
DE
PT
H (
ft)
SOIL DESCRIPTION
0
1
2
3
4
5
6
7
8
9
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
SO
IL T
YP
E
ST - Shelby TubeGerman Leal
Lee Boughton
Reviewed by:
Logged by:Sample Type: GS - Grab SampleVT - Shear Vane Test
PiezometerBackfill Type:
PT - Piston TubeSS - Split Spoon RC - Rock Core
Bentonite Drill Cuttings Sand Slough
Moisture Content & Atterberg LimitsP
Pocket Penetrometer (kPa)
Insitu Shear Vane (kPa) Torvane on Samples (kPa)
W
Standard Penetration Test, blows/0.3m
10 20 30 40 50 60 70 80 90
LWW
50kPa 100kPa 150kPa 200kPa
Dynamic Cone Testing, blows/0.3m
125 mm SSAMaple Leaf Drilling Ltd. DRILLING METHOD
TH13 RECORDCity of WinnipegSewer Installation on Plessis Road and Gunn Road
Plessis Road and Gunn Road, Winnipeg, MB EASTING
NORTHING
123314063PROJECT No.
TESTHOLE
UTM643373.3345531158.241
DRILLING CO.
ELEVATION
DATUM
LOCATION
PROJECT
CLIENT
DRILLING DATE November 13, 2018233.309 m
SAMPLES
TY
PE
NU
MB
ER
MO
IST
UR
EC
ON
TE
NT
(%
)
Atterberg Limits Client: Stantec Consulting Ltd. LABORATORY
Project Name: Geo. Investigation for Sewer 199 Henlow Bay
Method B- One Point Installation
Project No: Winnipeg, Manitoba
Tested By:Sample: Sample:
1 2 1 2
22 22
154 159
32.36 34.63
25.59 26.69
18.79 18.72
6.8 8.0
6.8 7.9
99.6% 99.6%
98.0% 98.1%
1 2 1 2
188 217
29.26 26.71
27.03 24.87
19.05 18.2
8.0 6.7
2.2 1.8
27.9% 27.6%
1 2 1 2
LL 98 LL
PL 28 PL
PI 70 PI
Reviewed By:
ASTM D4318
123314063
Date Received: November 14, 2018
Trial No.
Canada R3Y 1G4
Date Tested: November 19, 2018 Tel: (204) 488-6999
Nestor Abarca, C.Tech.
TH05 @ 8' - 10'
LIQUID LIQUID
PLASTIC
Number of Blows
Container Number
Wt. Sample (wet+tare)(g)
Wt. Sample (dry+tare)(g)
Wt. Tare (g)
Wt. Dry Soil (g)
Wt. Dry Soil (g)
Wt. Water (g)
Water Content (%)
Corrected Water Content (%)
PLASTIC
Trial No.
Container Number
Wt. Sample (wet+tare)(g)
Wt. Sample (dry+tare)(g)
Wt. Tare (g)
Wt. Water (g)
Water Content (%)
AVERAGE VALUES AVERAGE VALUES
Natural MC
(%)53.2%
Natural MC
(%)
CLASSIFICATION CLASSIFICATION
CH NON-PLASTIC
Lee Boughton
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of the test results is provided only on written request. The data
presented above is for the sole use of the client stipulated above. STANTEC is not responsible, nor can be held liable, for the use of this report by any other party, with or
without the knowledge of STANTEC.
0
CH
ML
MH
CL-ML
CL
0
10
20
30
40
50
60
0 20 40 60 80 100
PLA
STI
CIT
Y I
ND
EX
LIQUID LIMIT
LABORATORY
Stantec Consulting Ltd. PROJECT:
500-311 Portage Avenue
Winnipeg, Manitoba
R3B 2B9
Attention: Lee Boughton PROJECT NO.:
SAMPLED BY: DATE RECEIVED:
SAMPLE ID: TESTED BY:
PERCENT PERCENT
PASSING PASSING
37.50 mm 100.0 1.18 mm 99.9
25.00 mm 100.0 0.425 mm 99.9
19.00 mm 100.0 0.250 mm 99.8
16.00 mm 100.0 0.150 mm 99.8
12.50 mm 100.0 0.075 mm 99.6
9.50 mm 100.0 0.005 mm 94.0
4.75 mm 100.0 0.002 mm 87.9
2.00 mm 99.9 0.001 mm NT*
Coarse
<4.75 to 2.0 mm
Medium
<2.0 to 0.425 mm
Fine
<0.425 to 0.075 mm
0.0 0.1 0.0 0.3 11.7 87.9 NT*
NT* Sample not tested for colloids
REPORT DATE: REVIEWED BY:
Lee Boughton
TH05 @ 8' - 10'
123314063
ASTM D422
Geo. Investigation for Sewer
November 14, 2018
Nestor Abarca, C.Tech.
Installation
199 Henlow Bay
Winnipeg MB R3Y 1G4
Tel: (204) 488-6999
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of the test results is provided only on written request. The data presented above is for the sole use of the
client stipulated above. Stantec is not responsible, nor can be held liable, for the use of this report by any other party, with or without the knowledge of Stantec.
SIZE
PARTICLE
Gravel, %
75 to 4.75 mm
Colloids, %
< 0.001 mm
Silt, %
<0.075 to 0.002 mm
PARTICLE
SIZE
Sand, %
Clay, %
<0.002 mm
Lee BoughtonNovember 20, 2018
PARTICLE SIZE ANALYSIS
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
Perc
ent P
assin
g (
%)
Particle Size (mm)
LABORATORY199 Henlow Bay
Winnipeg MB R3Y 1G4
Tel: (204) 488-6999
Stantec Consulting Ltd. PROJECT:
500-311 Portage Ave.
Winnipeg, Manitoba
R3B 2B9 PROJECT NO.: 123314063
Attention: Lee Boughton REPORT NO.: 1
SAMPLED BY: Lee Boughton DATE SAMPLED: November 13, 2018
FIELD ID: TH05 DATE RECEIVED: November 14, 2018
DEPTH: 3' - 5' TESTED BY: Nestor Abarca, C.Tech.
Soil Description: Clay (fill), brown, firm, moist, high plasticity
Sampling Method: Shelby tube
MEASUREMENTS
Diameter (mm) Height (mm)
Reading 1 71.77 Reading 1 162.01
Reading 2 71.45 Reading 2 161.92
Reading 3 71.52 Reading 3 161.98
Average 71.58 Average 161.97
Volume of Sample: 651.79 cm3
Mass of Sample: 1233.64 g
WATER CONTENT
Top Portion Bottom Portion
Tare # 261 291
Mass of Tare (g): 19.87 19.79
Mass of Tare + wet soil (g): 70.26 62.81
Mass of Tare + dry soil (g): 58.39 51.42
Mass of Water (g): 11.87 11.39
Mass of dry soil (g): 38.52 31.63 Average
Water Content (%): 30.82 36.01 33.41
Density (g/cm3) Unit Weight (kN/m
3)
WET 1.893 18.561
DRY 1.419 13.912
REPORT DATE: November 16, 2018 REVIEWED BY: Jason Thompson, C.E.T.
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of the test results is provided only on written request. The data presented above is for
the sole use of the client stipulated above. Stantec is not responsible, nor can be held liable, for the use of this report by any other party, with or without the knowledge of Stantec.
Laboratory
Determination of Density
(Unit Weight) of Soil
Specimens
ASTM D7263 - Method B
Geo. Investigation for Sewer
Intallation
LABORATORY199 Henlow Bay
Winnipeg MB R3Y 1G4
Tel: (204) 488-6999
Stantec Consulting Ltd. PROJECT:
500-311 Portage Ave.
Winnipeg, Manitoba
R3B 2B9 PROJECT NO.: 123314063
Attention: Lee Boughton REPORT NO.: 1
SAMPLED BY: Lee Boughton DATE SAMPLED: November 13, 2018
FIELD ID: TH05 DATE RECEIVED: November 14, 2018
DEPTH: 8' - 10' TESTED BY: Nestor Abarca, C.Tech.
Soil Description: Clay, brown, firm, moist, high plasticity with silt inclusion
Sampling Method: Shelby tube
MEASUREMENTS
Diameter (mm) Height (mm)
Reading 1 71.54 Reading 1 161.73
Reading 2 71.35 Reading 2 161.72
Reading 3 71.44 Reading 3 161.53
Average 71.44 Average 161.66
Volume of Sample: 648.06 cm3
Mass of Sample: 1107.76 g
WATER CONTENT
Top Portion Bottom Portion
Tare # 152 245
Mass of Tare (g): 19.28 18.78
Mass of Tare + wet soil (g): 72.85 62.86
Mass of Tare + dry soil (g): 54.24 47.49
Mass of Water (g): 18.61 15.37
Mass of dry soil (g): 34.96 28.71 Average
Water Content (%): 53.23 53.54 53.38
Density (g/cm3) Unit Weight (kN/m
3)
WET 1.709 16.763
DRY 1.114 10.929
REPORT DATE: November 16, 2018 REVIEWED BY: Jason Thompson, C.E.T.
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of the test results is provided only on written request. The data presented above is for
the sole use of the client stipulated above. Stantec is not responsible, nor can be held liable, for the use of this report by any other party, with or without the knowledge of Stantec.
Laboratory
Determination of Density
(Unit Weight) of Soil
Specimens
ASTM D7263 - Method B
Geo. Investigation for Sewer
Intallation