Government of Canada GEOTECHNICAL INVESTIGATION Appendix A Fisheries and Oceans November 2018 Project No. 722879
APPENDIX A
GEOTECHNICAL INVESTIGATION
Report on the
Geotechnical Investigation for the New
Lighthouse Cove Wharf Rehabilitation
19310 Lakeside Drive
Lakeshore, Ontario
Report Issued to
PLANMAC Engineering Inc.
80 North Queen Street, Suite 302
Toronto, Ontario
N8Z 2C9
Attention: Percy Fulford, B.A.Sc., EIT
Date of Report Job No.
September 12, 2018 18G040 Rev.00
Distribution of Report
1 e-copy – PLANMAC Engineering Inc.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 1
1.0 INTRODUCTION
Percy Fulford, B.A.Sc., EIT of PLANMAC Engineering Inc. authorized Soil & Materials
Engineering Inc. to complete a Geotechnical Investigation for the proposed rehabilitation of the
Lighthouse Cove Wharf located at 19310 Lakeside Drive, Lighthouse Cove (Lakeshore), Ontario.
The scope of work is to carry out a geotechnical investigation relevant to the proposed seawall
reconstruction works.
This report discusses the results of our investigation with respect to the proposed development.
The results of the fieldwork and laboratory testing programs were used to determine the relevant soil and
groundwater parameters at this site. The recommendations contained in this report refer to the
geotechnical aspect of the soil conditions encountered in the exploratory holes, in conjunction with the
information description of the intended works provided in the terms of reference as established by our
proposal 18P04-31, dated April 26, 2018.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 2
2.0 INVESTIGATIVE PROGRAM
The field work portion of the geotechnical investigation consisted of seven augered and sampled
testholes at the approximate locations indicated on the Site Map (Drawing 1). The advancement of the
testholes was facilitated with a truck-mounted geotechnical drill rig and a technical crew. The truck-
mounted power auger machine is owned and operated by C.T. Soil & Materials Testing Inc. The drill unit
is equipped with hollow stem augers, solid stem augers, and conventional soil sampling tools. The
testholes were completed between the period of June 14 through 18, 2018 under the direction of a
geotechnical engineer. The testhole information from the geotechnical investigation is presented in
graphical form in the Log of Testholes (Drawings 2 through 8). A summary of the Testholes for the
geotechnical investigation are shown in the following table.
TABLE 1: Depth of Testholes
Testhole Description Depth (m) Testhole Description Depth
(m) Testhole Description Depth (m)
1 N.Wall SPT 12.65 4 S.Wall SPT 12.65 7 Center SPT 3.5
DMT 2 N.Wall DMT 12.2 DMT 5 S.Wall DMT 12.2 -- -- --
3 N.Wall SPT 12.65 6 S.Wall SPT 12.65 -- -- --
Soil samples were retrieved at frequent intervals of depth using the Standard Penetration Test
(SPT) Method (ASTM D1586). To assess the in-situ soil strength, field vane tests were conducted where
applicable in accordance with ASTM D2573. The retained soil samples were field logged, placed in
suitable containers and transported to our laboratory for further detailed examination and testing.
Supplementary data was taken with the direct-push method employing the Marchetti-type flat plate
dilatometer (DMT) advanced at 0.2 m increments. The DMT was advanced and operated in accordance
with ASTM D6635 with results presented on the relevant Log of Testholes at the corresponding depth.
The testhole locations were staked out in the field by Soil & Materials Engineering Inc. A level
survey was completed to relate the testholes to the Geodetic Datum (IGLD) Hydrographic Service of
Canada Benchmark No. M18U-9534. The benchmark has a given level of El.176.223 metres. The
depths presented in this report were derived for the sole benefit of the geotechnical analysis and
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 3
stratigraphic evaluation by the geotechnical engineer. The depths presented in this report should not be
used by others, for any other purpose.
The laboratory testing included a detailed visual and tactile examination of the retrieved samples.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 4
3.0 SITE AND SUBSURFACE CONDITIONS
The perimeter of the existing wharf will be reconstructed with replacement steel sheet piles. The
wharf is generally flat and level with grade changes of less than 0.5 metres.
3.1 Geological Condition
The site is located within the southern part of an extensive clay plain formation (St. Clair Clay
Plain) characterized by fairly uniform geologic features. Standing at the mouth of the Thames River at the
juncture withLake St. Clair, the surface is, essentially, a fluvial and lacustrine normally consolidated
deposit overlying till sheets immediately above the middle Devonian (Dundee limestone or dolomite)
sedimentary rocks or shale (Hamilton Group or Kettle Point formation) underlies most of the Chatham-
Kent and this part of the Essex area. The thickness of the overburden in the general area is 40+ m (OGS
Drift Thickness Prelim. Map P.3254).
At various sites in the region, gas and/or oil pockets, and/or artesian sulphur water are
encountered near or immediately below the bedrock surface.
No major faults or dislocations due to the breaking of the Palaeozoic bedrock are reported in
South-western Ontario.
The Quaternary Geology map (P.3338 by the Ontario Geological Survey, 1995) indicates the
upper soil is Late Wisconsinan in age, composed of glaciofluvial deposits of sand or silty sand over
glaciolacustrine (Tavistock till) deposits of silty clay to silt.
3.2 Soil Condition
The stratigraphic and interpreted boundaries in the testholes were obtained from 38 mm diameter
samples, retrieved from 165 mm diameter auger holes. The soil shear strength consistency, as provided
on the enclosed testhole logs (Drawings 2 through 8) are based on "N"-values determined from the
Standard Penetration Test Method (ASTM D1586), vane shear tests (ASTM D2573), DMT (ASTM
D6635), and pocket penetrometer tests.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 5
3.2.1 Fill and Organics
The testholes along the north seawall were placed within the active zone of the existing retaining
structure. Testholes 1 through 3 encountered “loose” granular gravelly fill to a depth ranging between 1.2
metres and 1.75 metres below grade.
The testholes along the south seawall were also placed in the active zone of the existing retaining
structure. Testholes 4 through 6 encounters 1.2 metres to 0.75 metres of gravel and sand fill in a “loose”
to “compact” condition.
Testhole 6 encountered sand and organics (peat) to depth of 2.15 metres. Testhole 7
encountered peat to a depth of 2.9 metres.
3.2.2 Fluvial Deposits
Beneath the fill and organics, the testholes encountered sequences of fine sand, silty fine sand,
and fine sand with organics. This non-cohesive deposit generally has a “loose” compactness condition
with some “compact” zones. Seams or lenses of medium to fine grained sand are present, as indicated
on the testhole logs.
3.2.3 Silty Clay
The organic layer and fluvial deposit of non-cohesive sand are underlain by a major deposit of
silty clay with embedded sand and gravel, having a structure and texture indicative of a glacial-fluvial
depositional environment. Upper parts of this clay deposit have a “stiff” to “firm undrained shear strength
consistency decreasing to “firm” or ‘soft” with increasing depth.
Below a depth of 7.5 metres to 9 metres, the silty clay increases in undrained shear strength to
“firm” or “stiff”. Silt or clayey silt lenses are present within the major silty clay stratum.
The “firm” to “stiff” grey silty clay is present at the depth extent of the geotechnical investigation,
12.65 metres below grade.
3.3 Groundwater
The groundwater level and the depth that the testhole remained open when measured after the
completion of drilling is recorded on the enclosed Testhole Logs (Drawing 2 through 8).
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 6
The long term lowest level of the groundwater at this site is generally associated with the level of
the adjacent Thames River or Lake St. Clair, which was within 1.3 metres the existing grade at the time of
the field work portion of the investigation.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 7
4.0 DISCUSSION AND RECOMMENDATIONS
The Small Craft Harbours’ Thames River facility at Lighthouse Cove, Lakeshore, Ontario is
located at the mouth of the Thames River entering Lake St. Clair. We understand the portions of the
wharf are founded on timber piles including the seawall (timber soldiers with lagging tied-back to timber
piles). The concrete parapet is reportedly anchored to a continuous concrete deadman buried within the
central portion of the structure. It is reported that the timber piles forming the fenders are in the order of
12 metres to 13 meters long. The concrete launching ramp and retaining walls are also reported to be
supported by timber piles.
The idealized design soil profiles are based on the Log of Testholes presented on Drawings 2
through 8, attached to this report. Based on the testhole findings, we recommend employing the following
unfactored soil parameters for this project.
TABLE 2: North Portion of the Site
Elevation (m) Undrained Su (kPa)
Undrained Phi (deg)
Unit Weight (kN/m3)
Water Table (m)
Drained Su (kPa)
Drained Phi (deg)
176.2 175.0 0 28 19.7 0 28
175.0 173.0 0 32 21.1 175.0 0 32
173.0 172.0 0 36 21.1 0 36
172.0 171.0 0 30 20.8 0 30
171.1 168.5 25 0 20.8 0 28
168.5 166.0 50 0 21.0 0 30
166.0 164.0 35 0 20.8 0 30
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 8
TABLE 3: South Portion of the Site
Elevation (m) Undrained Su (kPa)
Undrained Phi (deg)
Unit Weight (kN/m3)
Water Table (m)
Drained Su (kPa)
Drained Phi (deg)
176.3 174.5 0 32 19.7 175.0 0 32
178.7 172.5 0 35 21.6 0 35
172.5 171.5 0 28 21.1 0 28
171.2 169.0 25 0 20.8 0 28
169.0 166.0 35 0 20.8 0 30
166.0 164.0 50 0 21.1 0 30
If the active zone of the seawall will not be removed and replaced with free-draining granular
material, then the design should consider a water table at grade within the active zone even during
periods of low water levels within the waterways. Additionally, the organic peat layer should be
considered compressible and frost susceptible. Horizontal forces associated with periodic ice lenses
should be included in the design. Consolidation settlement of the compressive organics within the
anchorage zone may increase tie-rod forces and permit relative movement of the shallow anchor systems
if use of passive resistance from the organic layer will be incorporated into the design.
Job No. 18G040 Geotechnical Investigation for the Lighthouse Cove Rehabilitation
Lakeshore, Ontario
Soil & Materials Engineering Inc.
Page 9
5.0 CLOSURE
This report presents our interpretation of factual information obtained from the investigation and is
intended for the use of the design engineer. Where comments are made related to construction, they are
provided only in order to highlight aspects of construction that could affect the design of the project.
The number of boreholes required to determine the localized underground conditions between
testholes affecting construction would be much greater than has been carried out for design purposes.
Further examination and investigation should be carried out in order to verify the adequacy of the
information for construction that may affect the contractor with regards to construction techniques,
schedule, equipment capabilities, cost sequencing, etc. This report addresses the geotechnical aspects
of the subsurface conditions at the site pertinent to the proposed project only.
All testholes were tightly backfilled at completion. The Owner retains responsibility for future
maintenance and pedestrian safety of the property.
It is beyond the scope of this investigation and report to address any issues related to health or
environmental aspects of the proposed works.
Should local site conditions differ materially from that contained in this report, contact this office
immediately for guidance. Do not hesitate to contact us should questions arise concerning the contents
of this report. We would be pleased to meet with you at your convenience.
Regards, Soil & Materials Engineering Inc.
T. O'Dwyer, P.Eng. Consulting Engineer Drawings/Enclosures
LEGEND:
SITE MAP
DRAWING
1
Client:Notes:
Project: Thames River (Lighthouse Cove) Wharf
Location: 19310 Lakeside Drive, Lakeshore, ON
Number: 18G040
Testhole Locations
C.T. Soil & Materials Testing Inc.2000 Legacy Park DriveWindsor, ON N8W 5S6Telephone: (519) 966-8863Fax: (519) 966-8870
Test Hole
Monitoring Well
Test Well
DMT
Inclinometer
Test Pit
PLANMAC Engineering Inc.
CT
SIT
E P
LAN
LA
ND
SC
AP
E 1
8G04
0.G
PJ
18
-09-
11
1
3
4
6
DMT 2
DMT 5
TH 7
0.60175.55
1.20174.95
4.20171.95
FILL - gravel well sorted(clearstone)
FILL - gravel, wellsorted, with clay andorganics
SILT AND SAND (SM) - finegrained with wood/peat
grey
greyish-black with organics wood/peat
loose
compact
gravel layer
SILTY CLAY (CL-ML) - withembedded sand and gravel
stiff
grey firm
0.0
2.0
5.0
7.5
10.0
12.5
15.0
20.0
21.5
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
VN
10
5
5
4
7
11
11
7
Ground Elev: m176.15
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 2
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 1JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-14 2018-06-14
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
2448
200
105
2448
200
105
12.65163.50
SILTY CLAY (CL-ML) - withembedded sand and gravel
stiff
grey
End of Testhole
25.0
30.0
35.0
40.0
SPT
SPT
SPT
SPT
11
12
11
9
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 2
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 1JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-14 2018-06-14
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
25
50
35
35
25
50
35
35
1.60174.70
FILL - coarse granularrock/concrete fragments
Commence Marchetti-typeFlat Plate Dilatometer(DMT)
SANDY SILT
SILTY SAND
SILTY SAND
MUD
SAND
SAND
SANDY SILT
SANDY SILT
SILTY SAND
SILTY SAND
SILTY SAND
SILTY SAND
SILTY CLAY
SILTY SAND
SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAY
CLAY
SILTY CLAY
CLAY
CLAY
CLAY
SANDY SILT
CLAY
Ground Elev: m176.30
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 3
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. DMT 2JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-18 2018-06-18
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
300
335
281
471
922
370
230
275
286
229
300
335
281
471
922
370
230
275
286
229
12.20164.10
End of DMT
CLAY
CLAY
CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
CLAY
SILTY CLAY
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 3
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. DMT 2JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-18 2018-06-18
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
FILL - coarsegranularrock/concretefragments
CommenceMarchetti-typeFlat PlateDilatometer(DMT)
SANDY SILT
SILTY SAND
SILTY SAND
MUD
SAND
SAND
SANDY SILT
SANDY SILT
SILTY SAND
SILTY SAND
SILTY SAND
SILTY SAND
SILTY CLAY
SILTY SAND
SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAY
CLAY
SILTY CLAY
CLAY
CLAY
CLAY
SANDY SILT
CLAY
18G040
(Continued Next Page)
C.T. Soil & Materials Testing Inc.
2000 Legacy Park Drive
Windsor, ON N8W 5S6
Telephone: (519) 966-8863
Fax: (519) 966-8870
INTERPRETEDSOIL DESCRIPTION
ELEV.(metre)
176
174
172
170
DEPTH(metre)
0
1
2
3
4
5
6
MATERIALINDEX
Sheet 1 of 2
HORIZONTALSTRESS INDEX
3 6 90 12
Shear Strength(kPa)
50 100 1500 200
REVIEWED BY:
51.5.1 10
.6 1.8
CLAY SILT SAND
Id CuM Kd Phi
LOG OF DMT 2
T. O'Dwyer, P.Eng., P.E. 2018-06-18DATE ADVANCED:PROJECT NO.:
Dwg. No.: 3A
CONSTRAINEDMODULUS
(MPa)
20 40 60 800 100
DRAINEDFRICTION
ANGLE (phi0)Baligh's Correction
30 4020 50
Thames River (Lighthouse Cove) Wharf19310 Lakeside Drive, Lakeshore, ON
CT
DM
T L
OG
18G
040.
GP
J
18-0
9-1
2
13.59
CommenceMarchetti-typeFlat PlateDilatometer(DMT)(continued)
End of DMTBoreholeTerminated at12.2 m
CLAY
CLAY
CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
CLAY
SILTY CLAY
18G040
C.T. Soil & Materials Testing Inc.
2000 Legacy Park Drive
Windsor, ON N8W 5S6
Telephone: (519) 966-8863
Fax: (519) 966-8870
INTERPRETEDSOIL DESCRIPTION
ELEV.(metre)
168
166
164
DEPTH(metre)
7
8
9
10
11
12
13
MATERIALINDEX
Sheet 2 of 2
HORIZONTALSTRESS INDEX
3 6 90 12
Shear Strength(kPa)
50 100 1500 200
REVIEWED BY:
51.5.1 10
.6 1.8
CLAY SILT SAND
Id CuM Kd Phi
LOG OF DMT 2
T. O'Dwyer, P.Eng., P.E. 2018-06-18DATE ADVANCED:PROJECT NO.:
Dwg. No.: 3A
CONSTRAINEDMODULUS
(MPa)
20 40 60 800 100
DRAINEDFRICTION
ANGLE (phi0)Baligh's Correction
30 4020 50
Thames River (Lighthouse Cove) Wharf19310 Lakeside Drive, Lakeshore, ON
CT
DM
T L
OG
18G
040.
GP
J
18-0
9-1
2
0.45175.80
1.75174.50
1.90174.35
2.30173.95
3.50172.75
4.25172.00
FILL - gravel, sand andclay
SILTY SAND (SM) - finegrained with some gravel
brown loose
SANDY GRAVEL (GWS)
SANDY SILT (MLS) - withorganics
SAND (SP) - fine grainedwith shells
loose
brown compact
SAND (SW) - medium tofine grained with someorganics seams
grey loose
SILTY CLAY (CL-ML) - withembedded sand and gravel
with fine sandy siltlenses
grey firm
silt lens
0.0
2.0
5.0
7.5
10.0
12.5
15.0
20.0
21.5
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
VN
6
3
3
4
22
9
8
3
Ground Elev: m176.25
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 4
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 3JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-14 2018-06-14
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
120
25
120
25
12.65163.60
SILTY CLAY (CL-ML) - withembedded sand and gravel
stiff
grey
End of Testhole
25.0
30.0
35.0
40.0
SPT
SPT
SPT
SPT
9
9
10
9
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 4
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 3JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-14 2018-06-14
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
60
60
35
35
60
60
35
35
0.02176.23
1.20175.05
4.24172.01
20 mm TAR & CHIP SAND (SW) - medium tocoarse grained with graveland shells
browntoblack
compact with cobbles
SILTY SAND (SM) - finegrained
blacktobrown
loose to
very loose
grey
some organics with clay seams
loose
SILTY CLAY (CL-ML) - withembedded sand and gravel
grey firm
0.5
2.5
5.0
7.5
10.0
12.5
15.0
20.0
21.5
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
VN
9
10
3
2
2
5
8
6
Ground Elev: m176.25
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 5
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 4JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-05-15 2018-05-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
1835
35
101835
35
10
12.65163.60
SILTY CLAY (CL-ML) - withembedded sand and gravel
grey firm
stiff
End of Testhole
25.0
30.0
35.0
40.0
SPT
SPT
SPT
SPT
8
9
11
12
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 5
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 4JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-05-15 2018-05-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
25
25
35
25
25
35
1.60174.65
FILL - coarse granularrock/concrete fragments
Commence Marchetti-typeFlat Plate Dilatometer(DMT)
SILT
SANDY SILT
SAND
SILTY SAND
SAND
SILTY SAND
SILTY SAND
SILTY SAND
SAND
SILTY SAND
SANDY SILT
SILTY SAND
SANDY SILT
SANDY SILT
SANDY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
Ground Elev: m176.25
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 6
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. DMT 5JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-15 2018-06-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
364
1132
861
1673
1700
968
742
586
348
364
1132
861
1673
1700
968
742
586
348
12.20164.05
End of DMT
CLAY
SILTY CLAY
CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 6
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. DMT 5JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-15 2018-06-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
FILL - coarsegranularrock/concretefragments
CommenceMarchetti-typeFlat PlateDilatometer(DMT)
SILT
SANDY SILT
SAND
SILTY SAND
SAND
SILTY SAND
SILTY SAND
SILTY SAND
SAND
SILTY SAND
SANDY SILT
SILTY SAND
SANDY SILT
SANDY SILT
SANDY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
18G040
(Continued Next Page)
C.T. Soil & Materials Testing Inc.
2000 Legacy Park Drive
Windsor, ON N8W 5S6
Telephone: (519) 966-8863
Fax: (519) 966-8870
INTERPRETEDSOIL DESCRIPTION
ELEV.(metre)
176
174
172
170
DEPTH(metre)
0
1
2
3
4
5
6
MATERIALINDEX
Sheet 1 of 2
HORIZONTALSTRESS INDEX
3 6 90 12
Shear Strength(kPa)
50 100 1500 200
REVIEWED BY:
51.5.1 10
.6 1.8
CLAY SILT SAND
Id CuM Kd Phi
LOG OF DMT 5
T. O'Dwyer, P.Eng., P.E. 2018-06-15DATE ADVANCED:PROJECT NO.:
Dwg. No.: 6A
CONSTRAINEDMODULUS
(MPa)
20 40 60 800 100
DRAINEDFRICTION
ANGLE (phi0)Baligh's Correction
30 4020 50
Thames River (Lighthouse Cove) Wharf19310 Lakeside Drive, Lakeshore, ON
CT
DM
T L
OG
18G
040.
GP
J
18-0
9-1
2
13.77
14.16
18.14
113.2
167.3
170
CommenceMarchetti-typeFlat PlateDilatometer(DMT)(continued)
End of DMTBoreholeTerminated at12.2 m
CLAY
SILTY CLAY
CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
CLAYEY SILT
SILTY CLAY
SILTY CLAY
CLAYEY SILT
CLAYEY SILT
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
SILTY CLAY
18G040
C.T. Soil & Materials Testing Inc.
2000 Legacy Park Drive
Windsor, ON N8W 5S6
Telephone: (519) 966-8863
Fax: (519) 966-8870
INTERPRETEDSOIL DESCRIPTION
ELEV.(metre)
168
166
164
DEPTH(metre)
7
8
9
10
11
12
13
MATERIALINDEX
Sheet 2 of 2
HORIZONTALSTRESS INDEX
3 6 90 12
Shear Strength(kPa)
50 100 1500 200
REVIEWED BY:
51.5.1 10
.6 1.8
CLAY SILT SAND
Id CuM Kd Phi
LOG OF DMT 5
T. O'Dwyer, P.Eng., P.E. 2018-06-15DATE ADVANCED:PROJECT NO.:
Dwg. No.: 6A
CONSTRAINEDMODULUS
(MPa)
20 40 60 800 100
DRAINEDFRICTION
ANGLE (phi0)Baligh's Correction
30 4020 50
Thames River (Lighthouse Cove) Wharf19310 Lakeside Drive, Lakeshore, ON
CT
DM
T L
OG
18G
040.
GP
J
18-0
9-1
2
0.15176.10
0.75175.50
1.35174.90
2.15174.10
3.05173.20
3.80172.45
4.25172.00
GRAVEL (GP)
FILL - sand with gravel
SAND AND PEAT
brown/black loose
SANDY GRAVEL (GWS) - withclay and peat lenses
grey compact
SILTY SAND (SM) - finegrained with shells
grey compact
SILTY SAND (SM) - mediumgrained with wood and peat
grey loose
SANDY SILT (MLS) - finegrained, trace organics
grey loose
SILTY CLAY (CL-ML) withembedded sand and gravel
grey firm
0.5
2.5
5.0
7.5
10.0
12.5
15.0
20.0
21.5
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
VN
7
7
8
20
10
8
8
4
Ground Elev: m176.25
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 7
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 6JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-05-15 2018-05-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
1830
50
1830
50
12.65163.60
SILTY CLAY (CL-ML) withembedded sand and gravel
stiff
grey
End of Testhole
25.0
30.0
35.0
40.0
SPT
SPT
SPT
SPT
9
16
14
11
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
EQUIPMENT DATA
Sheet 2 of 2
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 7
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 6JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
169
168
167
166
165
164
163
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-05-15 2018-05-15
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12
60
50
50
35
60
50
50
35
0.15176.15
0.75175.55
2.90173.40
3.50172.80
ASPHALT AND CONCRETE ANDGRAVEL FILL - gravel, clay andorganics
PEAT - sandy with wood
SAND (SP) - fine grainedwith silt and trace gravel
End of Testhole
0.5
2.5
5.0
7.5
10.0
SPT
SPT
SPT
SPT
SPT
17
16
12
7
22
Ground Elev: m176.30
CONTENT(%)
REMARKS
Date: TO
10 20 30
FIELD VANE: Peak Rem.
50 100 150
20 40 60
PENETR. RESISTANCE DMT Phi( )
C.T. SOIL & MATERIALS
DESCRIPTION
SAMP ID
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
EQUIPMENT DATA
Sheet 1 of 1
SAMPLE
C.T. SOIL & MATERIALS
(m)
SYMBOL
Wp
ctsoil.com
Machine:Method:Size:
TYPE
N-VALUE
BULK UNIT
WGHT(kN/m3)
WELL
DATA
Dwg. No.: 8
SOIL LITHOLOGY
WINDSOR ONTARIO
2000 Legacy Park DriveT. O'Dwyer, P.Eng., P.E.
Wl
EL/DPT
(m)
DEPTHDMT LAB TEST: Unc. P.P.
DYN.CONESTANDARD
DILATOMETER: Su
SHEAR STR.(kPa)
18G040
M(bars)
TESTING INC.
Soil & MaterialsEngineering Inc.
TESTHOLE No. 7JOB No:
WINDSOR, ONTARIO, N8W 5S6
W
TESTING INC.
19310 Lakeside Drive, Lakeshore, ON
Diedrich D50 Truck
ph. (519) 966-8863, fx. (519) 966-8870
WATER
email ctsoil @
Client:
Project:
Location:
ELEV. (m)
176
175
174
173
172
171
170
PLANMAC Engineering Inc.
Thames River (Lighthouse Cove) Wharf 83 mm I.D. H/S Auger
165 mm O.D.
2018-06-14 2018-06-14
REVIEWING PROFESSIONAL:
CT
ME
T
18G
040
.GP
J
18-0
9-12