appendix ‘a’ geotechnical report - city of...
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The City of Winnipeg Appendix ‘A’ Bid Opportunity No. 299-2017 Page 1 of 1
Template Version: C420170317 - RW
APPENDIX ‘A’
GEOTECHNICAL REPORT
Quality Engineering | Valued Relationships
www.trekgeotechnical.ca
1712 St. James Street | Winnipeg, Manitoba R3H 0L3 | Tel 1.204.975.9433 | Fax 1.204.975.9435
Morrison Hershfield
Salter Street Rehabilitation
Sub-Surface Investigation
Prepared for:
Morrison Hershfield
25 Scurfield Blvd, Unit 1
Winnipeg, MB R3Y 1G4
Attention: Ron Bruce
Project Number:
0035-045-00
Date:
April 6, 2017
Final Report
Distribution:
Brad Sacher, P.Eng.
2017 Residential Street Renewal Program – Sub Surface Investigation
Our File No. 0035-045-00 Page ii April 2017
Table of Contents
Letter of Transmittal
Revision History and Authorization Signatures
1.0 Introduction ................................................................................................................................ 1
2.0 Sub-Surface Investigation and Laboratory Program .................................................................. 1
3.0 Closure ........................................................................................................................................ 1
List of Figures
Figure 01 Test Hole Location Plan – Salter Street
List of Appendices
Appendix A Test Hole Logs
Appendix B Lab Testing Summary and Lab Testing Results
Appendix C Photographs of Pavement Core Samples
2017 Residential Street Renewal Program – Sub Surface Investigation
Our File No. 0035-045-00 Page 1 April 2017
1.0 Introduction
This report summarizes the results of the sub-surface investigation completed for the 2017 Residential Street Renewal Program. The streets investigation includes Salter Street. The information collected describes the pavement structure of the existing road as well as the soil stratigraphy beneath the pavement structure.
2.0 Sub-Surface Investigation and Laboratory Program
For each street, test holes were drilled approximately every 50 m of street length with specific locations shown in Figure 01. The test holes were drilled to determine sub-surface conditions for the reconstruction of the road.
The sub-surface investigation was conducted on March 13th, 2017. The test holes were drilled to a depth of 3.1 m below road surface by Paddock Drilling Ltd. using an Acker MP8 truck mounted drill rig equipped with 125 mm diameter solid stem augers. The pavement structure (asphalt or concrete) was cored by Paul Bevel of Trek Geotechnical, using a portable coring press equipped with a hollow 150 mm diameter diamond core drill bit. The sub-surface conditions were observed during drilling and visually classified by Shane Broderick of TREK. Other pertinent information such as groundwater and drilling conditions were also recorded during drilling. Disturbed (auger cuttings) samples retrieved during the sub-surface investigation were transported to TREK’s material testing laboratory for further testing. Core samples were also retrieved and logged at TREK’s material testing laboratory.
The laboratory testing program consisted of moisture content determination, Atterberg limits, and grain size analysis (mechanical sieve and hydrometer methods). Information gathered for each street is included in separate appendices (Appendix A). The information provided in the Appendices includes test hole logs, laboratory testing summary tables and results, and photos of the concrete cores.
Test hole locations noted on the test hole logs and shown on Figure 01 are based on measured distances from the nearest address, edge of pavement or other permanent features.
3.0 Closure
The geotechnical information provided in this report is in accordance with current engineering principles and practices (Standard of Practice). The findings of this report were based on information provided (field investigation and laboratory testing). Soil conditions are natural deposits that can be highly variable across a site. If subsurface conditions are different than the conditions previously encountered on-site or those presented here, we should be notified to adjust our findings if necessary.
All information provided in this report is subject to our standard terms and conditions for engineering services, a copy of which is provided to each of our clients with the original scope of work, or a mutually executed standard engineering services agreement. If these conditions are not attached, and you are not already in possession of such terms and conditions, contact our office and you will be promptly provided with a copy.
This report has been prepared by TREK Geotechnical Inc. (the Consultant) for the exclusive use of Morrison Hershfield Ltd. (the Client) and their agents for the work product presented in the report. Any findings or recommendations provided in this report are not to be relied upon by any third parties, except as agreed to in writing by the Client and Consultant prior to use.
.
Figures
TH17-08
TH17-07
TH17-05
TH17-03
TH17-01
TH17-02
TH17-04
TH17-06
LEGEND:
TEST HOLE (TREK, 2017) NOTES:
1. IMAGE FROM CITY OF
WINNIPEG 2016.
FIG
0
00
1 2
01
7-0
2-2
8 T
est H
ole
L
oca
tio
n P
la
n 0
_A
_D
SN
.d
wg
, 4
/6
/2
01
7 1
0:1
0:0
1 A
M
0 25
SCALE = 1 : 2 000
50 75 100 m
(216 mm x 279 mm)
AN
SI fu
ll b
le
ed
A
(1
1.0
0 x 8
.5
0 In
ch
es)
Figure 01
0035 045 00
Morrison Hershfield
Sub Surface Investigation - Salter Street
Test Hole Location Plan
SALTER ST.
CA
TH
ED
RA
L A
VE
.
BA
NN
ER
MA
N A
VE
.
AT
LA
NT
IC
A
VE
.
PO
LS
ON
A
VE
.
LU
XT
ON
A
VE
.
IN
KS
TE
R A
VE
. E
AS
T B
OU
ND
IN
KS
TE
R A
VE
. W
ES
T B
OU
ND
=C
C( )
Atterberg limits above "A"line or P.I. greater than 7
Not meeting all gradation requirements for SW
Above "A" line with P.I.between 4 and 7 are border-line cases requiring use ofdual symbols
0 10 20 30 40 50 60 70 80 90 100 110
2D
10
Fin
e<
0.0
75
< #
200D
=Ugreater than 6; between 1 and 3C =CC
Limestone Bedrock
Inorganic silts, micaceous ordistomaceous fine sandy or siltysoils, organic silts
Typical Names
mm
AS
TM
Sie
ve S
izes
GW
Cle
an s
ands
(Litt
le o
r no
fine
s)
Hig
hly
Org
anic
Soi
ls
Coa
rse-
Gra
ined
soi
ls(M
ore
than
hal
f the
mat
eria
l is
larg
er th
an N
o. 2
00 s
ieve
siz
e)
Symbols
10D D
Mat
eria
l
Laboratory Classification Criteria
EXPLANATION OF FIELD ANDLABORATORY TESTING
GENERAL NOTES
Other Symbol Types
USCSClassi-fication
LIQUID LIMIT (%)
Silt
s an
d C
lays
(Liq
uid
limit
less
than
50)
Gra
vel w
ith fi
nes
(App
reci
able
amou
nt o
f fin
es)
SC
SM
GM
Pt
OH
Det
erm
ine
perc
enta
ges
of s
and
and
gra
vel f
rom
gra
in s
ize
curv
e,de
pend
ing
on p
erce
ntag
e of
fin
es (
frac
tion
smal
ler
than
No.
200
sie
ve)
coar
se-g
rain
ed s
oils
are
cla
ssifi
ed a
s fo
llow
s:
Well-graded gravels, gravel-sandmixtures, little or no fines
CH
OL
CL
ML
SP
SW
GC
GP
Major Divisions
Cle
an g
rave
l(L
ittle
or
no fi
nes)
San
ds w
ith fi
nes
(App
reci
able
amou
nt o
f fin
es)
Fin
e-G
rain
ed s
oils
(Mor
e th
an h
alf t
he m
ater
ial i
s sm
alle
r th
an N
o. 2
00 s
ieve
siz
e)
Silt
or
Cla
y
San
d
MH
Silty gravels, gravel-sand-siltmixtures
Clayey gravels, gravel-sand-siltmixtures
Boulders and Cobbles
Fill
Concrete
Asphalt Cobbles
Silt Till
Bedrock (undifferentiated)
Cemented Shale
Non-Cemented Shale
Well-graded sands, gravellysands,little or no fines
Silty sands, sand-silt mixtures
Poorly-graded sands, gravellysands, little or no fines
> 3
00
19 to
75
Coa
rse
Inorganic silts and very fine sands,rock floor, silty or clayey fine sandsor clayey silts with slight plasticity
Clayey sands, sand-clay mixtures
Inorganic clays of low to mediumplasticity, gravelly clays, sandyclays, silty clays, lean clays
Inorganic clays of high plasticity,fat clays
Organic clays of medium to highplasticity, organic silts
Peat and other highly organic soils
* Borderline classifications used for soils possessing characteristics of two groups are designated by combinations of groups symbols.For example; GW-GC, well-graded gravel-sand mixture with clay binder.
Above "A" line with P.I.between 4 and 7 are border-line cases requiring use ofdual symbols
Not meeting all gradation requirements for GW
Atterberg limits below "A"line or P.I. less than 4
60
D30
( )2D60
10D
Mat
eria
lP
artic
le S
ize
4.75
to
19
Med
ium
Fin
e
Gra
vel
mm
AS
TM
Sie
ve s
izes
C =U
Atterberg limits above "A"line or P.I. greater than 7
Atterberg limits below "A"line or P.I. less than 4
PLA
ST
ICIT
Y I
ND
EX
(%
)
75 to
300
Coa
rse
Cob
bles
4
16
7
between 1 and 3greater than 4;10D x D60
D30
Par
ticle
Siz
e
0
10
20
30
40
50
60
70
80
Von Post Classification Limit
x
60
Bou
lder
s
Plasticity Chart
Less
than
5 p
erc
ent..
.....
GW
, GP
, SW
, SP
Mor
e th
an 1
2 pe
rce
nt...
....
GM
, GC
, SM
, SC
6 to
12
perc
ent..
.....
Bor
derl
ine
case
4s r
equi
ring
du
al s
ymbo
ls*Poorly-graded gravels, gravel-sand
mixtures, little or no fines
Organic silts and organic siltyclays of low plasticity
Silt
s an
d C
lays
(Liq
uid
limit
grea
ter
than
50)
1. Classifications are based on the United Soil Classification System and include consistency, moisture, and color. Field descriptions have been modified to reflect resultsof laboratory tests where deemed appropriate.
2. Descriptions on these test hole logs apply only at the specific test hole locations and at the time the test holes were drilled. Variability of soil and groundwaterconditions may exist between test hole locations.
3. When the following classification terms are used in this report or test hole logs, the primary and secondary soil fractions may be visually estimated.
Gra
vels
(Mor
e th
an h
alf o
f co
arse
frac
tion
is la
rger
than
4.7
5 m
m)
San
ds(M
ore
than
hal
f of
coar
se fr
actio
nis
sm
alle
r th
an 4
.75
mm
)
Clay Till
> 1
2 in
.
#4 to
3/4
in.
Plasticity chart for solid fraction with particlessmaller than 0.425 mm
3 in
. to
12
in.
3/4
in. t
o 3
in.
0.07
5 to
0.4
25
2.00
to
4.7
5
0.42
5 to
2.0
0
#200
to
#40
#40
to #
10
#10
to #
4
Strong colour or odour,and often fibrous texture
CI
"A" L
INE
CH
CL
"U" L
INE
ORMH OH
CL-ML OLORML
EXPLANATION OF FIELD ANDLABORATORY TESTING
Water Level at End of Drilling
LEGEND OF ABBREVIATIONS AND SYMBOLS
----------
Water Level at Time of Drilling
Water Level After Drilling asIndicated on Test Hole Logs
Liquid Limit (%)
Plastic Limit (%)
Plasticity Index (%)
Moisture Content (%)
Standard Penetration Test
Rock Quality Designation
Unconfined Compression
Undrained Shear Strength
Vibrating Wire Piezometer
Slope Inclinometer
LLPLPIMCSPTRQDQuSuVWSI
and
EXAMPLES
trace gravel
some silt
clayey, silty
and CLAY
PERCENTAGE
35 to 50 percent
20 to 35 percent
10 to 20 percent
1 to 10 percent
"y" or "ey"
some
trace
TERM
TERMS DESCRIBING CONSISTENCY OR COMPACTION CONDITION
< 44 to 1010 to 3030 to 50
> 50
FRACTION OF SECONDARY SOIL CONSTITUENTS ARE BASED ON THE FOLLOWING TERMINOLOGY
Descriptive Terms
The Standard Penetration Test blow count (N) of a cohesive soil can be related to its consistency as follows:
Very softSoftFirmStiff
Very stiffHard
Very looseLoose
CompactDense
Very dense
Descriptive Terms SPT (N) (Blows/300 mm)
SPT (N) (Blows/300 mm)
< 22 to 44 to 88 to 1515 to 30
> 30
< 1212 to 2525 to 5050 to 100100 to 200
> 200
Descriptive TermsUndrained Shear
Strength (kPa)
The undrained shear strength (Su) of a cohesive soil can be related to its consistency as follows:
The Standard Penetration Test blow count (N) of a non-cohesive soil can be related to compactness conditionas follows:
Very softSoftFirmStiff
Very stiffHard
.
Appendix A
Test Hole Logs
231.3
231.1231.0
228.6
228.3
G01
G02
G03
G04
G05
G06
G07
ASPHALT (90 mm THICK)CONCRETE (215 mm THICK)
CLAY (FILL) - some silt, trace sand, trace gravel (<15 mm dia), light to dark brown,frozen, moist and soft when thawed, high plasticityCLAY - silty
- dark green- frozen, moist and firm to stiff when thawed- high plasticity
-trace fine sand, trace silt inclusions (<50 mm), light to dark brown below 1.52 m
SILT - some clay, low plasticity- mottled light brown to brown- frozen, moist and very soft when thawed- low plasticity
END OF TEST HOLE AT 3.1 m IN SILTNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the northbound lane, 30.4 m south of the intersection ofInkster Blvd and Salter Street, 1.8 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-01
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532422, E-634162.1
Ground Elevation: 231.36 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.9
230.8
230.7
229.8
229.5
229.2
228.6
228.0
G08
G09
G10
G11
G12
G13
G14
G15
ASPHALT (115 mm THICK)
CONCRETE (135 mm THICK)
SAND AND GRAVEL(<20 mm dia) - some clay, trace silt, light brown, frozen, moistand soft when thawedCLAY - silty, trace organics to 0.67 m
- dark green to black- frozen, moist and firm when thawed- high plasticity
- silt inclusions(<25 mm dia.) below 0.91 m
SILT - some clay, light brown- frozen, moist and very soft when thawed- low plasticity
CLAY - some silt- light brown- frozen, moist and stiff when thawed- high plasticity
SILT - some clay- light brown- frozen, moist to wet and very soft when thawed- low plasticity
CLAY - some silt- light brown- frozen, moist and firm to stiff when thawed- high plasticity
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the southbound lane, 84.1 m south of the intersection ofInkster Blvd and Salter Street, 10.6 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-02
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532377, E-634170.8
Ground Elevation: 231.06 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.8
230.7
230.6
230.3
228.8
227.9
G51
G52
G53
G54
G55
G56
G57
G58
ASPHALT (95 mm THICK)
CONCRETE (180 mm THICK)
CLAY (FILL) - some silt, trace sand, trace gravel (<20 mm dia), light to dark brown,frozen, moist and soft when thawed, high plasticityCLAY - silty, trace gravel, trace organics, silt inclusions (<20 mm dia.), black
- frozen, moist and firm when thawed- high plasticity
SILT - clayey, trace sand- light brown to dark black- frozen, moist and very soft when thawed- low plasticity
CLAY - silty- light to dark brown- frozen, moist and firm to stiff when thawed- high plasticity
- some silt below 2.13 m
- trace silt below 2.59 m
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the northbound lane, 116.8 m south of the intersection ofInkster Blvd and Salter Street, 4.9 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-03
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532345, E-634162.1
Ground Elevation: 230.94 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.6
230.5
230.4
229.0
228.0
227.7
G16
G17
G18
G19
G20
G21
G22
ASPHALT (140 mm THICK)
CONCRETE (110 mm THICK)
SAND AND GRAVEL - some clay, trace silt, light brown, frozen, moist and softwhen thawedCLAY - silty
- dark green- frozen, moist and firm to stiff when thawed- high plasticity
SILT - some clay- brown- frozen, moist to wet and very soft when thawed- low plasticity
CLAY - some silt- light to dark brown- frozen, moist and stiff when thawed- high plasticity
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the southbound lane, 189.2 m south of the intersection ofInkster Blvd and Salter Street, 11.1 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-04
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532282, E-634125.8
Ground Elevation: 230.78 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.8
230.7
229.1
227.8
G44
G45
G46
G47
G48
G49
G50
ASPHALT (75 mm THICK)CONCRETE (155 mm THICK)
CLAY - silty, trace organics- mottled dark green to black- frozen, moist and stiff when thawed- high plasticity
SILT - some clay- light brown- frozen, moist to wet and very soft when thawed- low plasticity
END OF TEST HOLE AT 3.1 m IN SILTNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the northbound lane, 237.1 m south of the intersection ofInkster Blvd and Salter Street, 4.8 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-05
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532236, E-634111.2
Ground Elevation: 230.89 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.7
230.6
230.5
228.7
228.1
227.8
G23
G24
G25
G26
G27
G28
G29
ASPHALT (75 mm THICK)CONCRETE (150 mm THICK)
CLAY (FILL) - trace silt, trace sand, light to dark brown, moist and soft whenthawed, high plasticityCLAY - silty
- dark green- frozen, moist and firm to stiff when thawed- high plasticity
SILT - some clay- brown- frozen, moist to wet and very soft when thawed- low plasticity
CLAY - some silt, light brown- frozen, moist and stiff when thawed- high plasticity
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the southbound lane, 275.2 m south of the intersection ofInkster Blvd and Salter Street, 10.9 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-06
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532204, E-634089.2
Ground Elevation: 230.81 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.8
230.6
229.7
228.4
227.8
G37
G38
G39
G40
G41
G42
G43
ASPHALT (110 mm THICK)
CONCRETE (170 mm THICK)
CLAY - silty, trace sand, trace organics to 0.46 m- light brown to black- frozen, moist and firm when thawed- high plasticity
SILT - some clay- light brown- frozen, moist to wet and very soft when thawed- low plasticity
CLAY - some silt- brown to light brown- frozen, moist and stiff when thawed- high plasticity
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the northbound lane, 351.6 m south of the intersection ofInkster Blvd and Salter Street, 1.9 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-07
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532131, E-634065.5
Ground Elevation: 230.87 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
230.8
230.7
230.6
228.8
228.3
227.9
G30
G31
G32
G33
G34
G35
G36
ASPHALT (90 mm THICK)
CONCRETE (215 mm THICK)
CLAY (FILL) - some clay, some silt, trace sand, trace gravel, light to dark brown,frozen, moist and soft when thawed, high plasticityCLAY - silty, trace sand, trace organics to 0.67 m
- dark green to black- frozen, moist and firm to stiff when thawed- high plasticity
SILT - some clay- brown- frozen, moist to wet and very soft when thawed- low plasticity
CLAY - some silt- light to dark brown- frozen, moist and stiff when thawed- high plasticity
END OF TEST HOLE AT 3.1 m IN CLAYNotes:1) No sloughing or seepage observed.2) Test hole backfilled with auger cuttings, bentonite, sand, and cold patch asphaltto surface.3) Test hole location in the southbound lane, 388.9 m south of the intersection ofInkster Blvd and Salter Street, 10.7 m west of Salter Street east curb.4) UTM coordinates and elevation surveyed by Morrison Hershfield.
Sub-Surface Log 1 of 1
Project Name: Salter Street Rehabilitation Sub-Surface Investigation
Project Number: 0035-045-00Client: Morrison Hershfield
Contractor: Paddock Drilling Ltd.
Test Hole TH17-08
Method: 125mm Solid Stem Auger, Acker MP8 Truck Mount Date Drilled: 13 March 2017
Location: UTM N-5532101, E-634041.6
Ground Elevation: 230.90 m
Sample Type:
Particle Size Legend: GravelSandSiltClay BouldersCobblesFines
Core (C)Grab (G) Shelby Tube (T) Split Barrel (SB)Split Spoon (SS)
Logged By: Shane Broderick Project Engineer: Nelson Ferreira
20 40 60 800 100
PL LLMC
Undrained ShearStrength (kPa)
Ele
vatio
n(m
)
Sam
ple
Typ
e
Reviewed By: Brent Hay
Torvane Test Type
Field Vane 50 100 150 2000 250
Pocket Pen.
Sam
ple
Num
ber Bulk Unit Wt
(kN/m3)17 18 19 2016 21
Qu
SU
B-S
UR
FA
CE
LO
G L
OG
S 2
0170
314
SA
LTE
R S
TR
EE
T R
EH
AB
ILIT
AT
ION
0_A
_SG
BR
003
5-04
5-00
.GP
J T
RE
K G
EO
TE
CH
NIC
AL.
GD
T
6/4/
17
Particle Size (%)
20 40 60 800 100
Soi
l Sym
bol
Dep
th(m
)
MATERIAL DESCRIPTION
0.5
1.0
1.5
2.0
2.5
3.0
.
Appendix B
Lab Testing Summary and Lab Testing Results – Salter Street
Atterberg Limits
ASTM D4318-10e1
Project No. 0035-045-00
Client Morrison Hershfield
Project Salter Street Rehabilition
Test Hole TH17-03
Sample # G54
Depth (m) 0.9 - 1.2
Sample Date 13-Mar-17 Liquid Limit 25
Test Date 22-Mar-17 Plastic Limit 15
Technician SX Plasticity Index 10
Liquid LimitTrial # 1 2 3 4 5
Number of Blows (N) 15 23 30
Mass Wet Soil + Tare (g) 27.984 28.329 27.798
Mass Dry Soil + Tare (g) 25.101 25.496 25.129
Mass Tare (g) 14.319 14.184 14.148
Mass Water (g) 2.883 2.833 2.669
Mass Dry Soil (g) 10.782 11.312 10.981
Moisture Content (%) 26.739 25.044 24.306
Plastic LimitTrial # 1 2 3 4 5
Mass Wet Soil + Tare (g) 20.572 21.068
Mass Dry Soil + Tare (g) 19.744 20.165
Mass Tare (g) 14.321 14.075
Mass Water (g) 0.828 0.903
Mass Dry Soil (g) 5.423 6.090
Moisture Content (%) 15.268 14.828
www.trekgeotechnical.ca
1712 St. James Street
Winnipeg, MB R3H 0L3
Tel: 204.975.9433 Fax: 204.975.9435
25
y = -3.553ln(x) + 36.313R² = 0.9921
23
24
25
26
27
28
29
30
31
32
33
34
35
10 100
Mo
istu
re C
on
ten
t (%
)
Number of Blows (N)
Trek Atterberg - TH17-03, G54
Page 1 of 1
Atterberg Limits
ASTM D4318-10e1
Project No. 0035-045-00
Client Morrison Hershfield
Project Slater Street Rehabilitation
Test Hole TH17-05
Sample # G44
Depth (m) 0.2 - 0.3
Sample Date 13-Mar-17 Liquid Limit 71
Test Date 22-Mar-17 Plastic Limit 28
Technician SX Plasticity Index 43
Liquid LimitTrial # 1 2 3 4 5
Number of Blows (N) 20 25 33
Mass Wet Soil + Tare (g) 23.495 24.402 25.304
Mass Dry Soil + Tare (g) 19.571 20.153 20.604
Mass Tare (g) 14.176 14.221 13.786
Mass Water (g) 3.924 4.249 4.700
Mass Dry Soil (g) 5.395 5.932 6.818
Moisture Content (%) 72.734 71.628 68.935
Plastic LimitTrial # 1 2 3 4 5
Mass Wet Soil + Tare (g) 20.178 19.801
Mass Dry Soil + Tare (g) 18.910 18.590
Mass Tare (g) 14.433 14.281
Mass Water (g) 1.268 1.211
Mass Dry Soil (g) 4.477 4.309
Moisture Content (%) 28.323 28.104
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
25
y = -7.671ln(x) + 95.929R² = 0.97
67
68
69
70
71
72
73
74
75
76
77
78
79
10 100
Mo
istu
re C
on
ten
t (%
)
Number of Blows (N)
Trek Atterberg - TH17-05, G44
Page 1 of 1
Atterberg Limits
ASTM D4318-10e1
Project No. 0035-045-00
Client Morrison Hershfield
Project Salter Street Rehabilitation
Test Hole TH17-05
Sample # G46
Depth (m) 0.7 - 0.9
Sample Date 13-Mar-17 Liquid Limit 76
Test Date 22-Mar-17 Plastic Limit 25
Technician SX Plasticity Index 51
Liquid LimitTrial # 1 2 3 4 5
Number of Blows (N) 18 25 30
Mass Wet Soil + Tare (g) 23.964 25.590 24.698
Mass Dry Soil + Tare (g) 19.593 20.680 20.231
Mass Tare (g) 13.930 14.166 14.261
Mass Water (g) 4.371 4.910 4.467
Mass Dry Soil (g) 5.663 6.514 5.970
Moisture Content (%) 77.185 75.376 74.824
Plastic LimitTrial # 1 2 3 4 5
Mass Wet Soil + Tare (g) 20.180 19.890
Mass Dry Soil + Tare (g) 18.979 18.743
Mass Tare (g) 14.106 14.056
Mass Water (g) 1.201 1.147
Mass Dry Soil (g) 4.873 4.687
Moisture Content (%) 24.646 24.472
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
25
y = -4.728ln(x) + 90.783R² = 0.982
73
74
75
76
77
78
79
80
81
82
83
84
85
10 100
Mo
istu
re C
on
ten
t (%
)
Number of Blows (N)
Trek Atterberg - TH17-05, G46
Page 1 of 1
Atterberg Limits
ASTM D4318-10e1
Project No. 0035-045-00
Client Morrison Hershfield
Project Salter Street Rehabilitation
Test Hole TH17-07
Sample # G40
Depth (m) 0.9 - 1.2
Sample Date 13-Mar-17 Liquid Limit 67
Test Date 22-Mar-17 Plastic Limit 21
Technician SX Plasticity Index 45
Liquid LimitTrial # 1 2 3 4 5
Number of Blows (N) 21 26 32
Mass Wet Soil + Tare (g) 26.058 26.253 24.836
Mass Dry Soil + Tare (g) 21.247 21.521 20.629
Mass Tare (g) 14.182 14.378 14.180
Mass Water (g) 4.811 4.732 4.207
Mass Dry Soil (g) 7.065 7.143 6.449
Moisture Content (%) 68.096 66.247 65.235
Plastic LimitTrial # 1 2 3 4 5
Mass Wet Soil + Tare (g) 21.052 20.149
Mass Dry Soil + Tare (g) 19.835 19.122
Mass Tare (g) 14.211 14.293
Mass Water (g) 1.217 1.027
Mass Dry Soil (g) 5.624 4.829
Moisture Content (%) 21.639 21.267
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
25
y = -6.802ln(x) + 88.674R² = 0.9748
64
65
66
67
68
69
70
71
72
73
74
75
76
10 100
Mo
istu
re C
on
ten
t (%
)
Number of Blows (N)
Trek Atterberg - TH17-07, G40
Page 1 of 1
Grain Size Analysis (Hydrometer Method)
ASTM D422
Project No. 0035-045-00
Client Morrison Hershfield
Project Slater Street Rehabilitation
Test Hole TH17-03
Sample # G54
Depth (m) 0.9 - 1.2 Gravel 0.0%
Sample Date 13-Mar-17 Sand 2.6%
Test Date 20-Mar-17 Silt 70.4%
Technician SX Clay 27.0%
Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing
50.0 100.00 4.75 100.00 0.0750 97.41
37.5 100.00 2.00 100.00 0.0471 82.85
25.0 100.00 0.825 99.82 0.0333 78.72
19.0 100.00 0.425 99.60 0.0236 72.05
12.5 100.00 0.180 99.15 0.0168 61.89
9.50 100.00 0.150 99.03 0.0119 55.22
4.75 100.00 0.075 97.41 0.0087 43.79
0.0062 39.98
0.0045 34.26
0.0027 30.45
0.0024 29.18
0.0018 25.69
0.0008 23.78
Sand Silt and ClayGravel
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100
Pe
rce
nt
Fin
er
by W
eig
ht
Particle Size (mm)
Particle Size Distribution Curve
Sand
MediumFine FineCoarseGravel
SiltCoarse
Clay
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
TREK Hydrometer -TH17-03, G54 Page 1 of 1
Grain Size Analysis (Hydrometer Method)
ASTM D422
Project No. 0035-045-00
Client Morrison Hershfield
Project Slater Street Rehabilitation
Test Hole TH17-05
Sample # G44
Depth (m) 0.2 - 0.3 Gravel 0.0%
Sample Date 13-Mar-17 Sand 7.0%
Test Date 21-Mar-17 Silt 36.9%
Technician SX Clay 56.1%
Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing
50.0 100.00 4.75 100.00 0.0750 93.03
37.5 100.00 2.00 99.30 0.0482 86.57
25.0 100.00 0.825 97.55 0.0341 81.84
19.0 100.00 0.425 96.16 0.0241 79.32
12.5 100.00 0.180 94.85 0.0172 78.37
9.50 100.00 0.150 94.63 0.0122 77.11
4.75 100.00 0.075 93.03 0.0089 75.53
0.0063 71.12
0.0046 67.33
0.0027 62.92
0.0024 58.51
0.0018 55.04
0.0008 47.15
Sand Silt and ClayGravel
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100
Pe
rce
nt
Fin
er
by W
eig
ht
Particle Size (mm)
Particle Size Distribution Curve
Sand
MediumFine FineCoarseGravel
SiltCoarse
Clay
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
TREK Hydrometer -TH17-05, G44 Page 1 of 1
Grain Size Analysis (Hydrometer Method)
ASTM D422
Project No. 0035-045-00
Client Morrison Hershfield
Project Slater Street Rehabilitation
Test Hole TH17-05
Sample # G46
Depth (m) 0.7 - 0.9 Gravel 0.0%
Sample Date 13-Mar-17 Sand 1.8%
Test Date 21-Mar-17 Silt 21.5%
Technician SX Clay 76.6%
Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing
50.0 100.00 4.75 100.00 0.0750 98.16
37.5 100.00 2.00 100.00 0.0482 95.12
25.0 100.00 0.825 99.96 0.0341 93.21
19.0 100.00 0.425 99.85 0.0241 91.63
12.5 100.00 0.180 99.64 0.0172 90.99
9.50 100.00 0.150 99.63 0.0122 89.72
4.75 100.00 0.075 98.16 0.0089 87.50
0.0063 86.55
0.0046 83.69
0.0027 80.83
0.0024 77.97
0.0018 76.07
0.0008 71.30
Sand Silt and ClayGravel
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100
Pe
rce
nt
Fin
er
by W
eig
ht
Particle Size (mm)
Particle Size Distribution Curve
Sand
MediumFine FineCoarseGravel
SiltCoarse
Clay
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
TREK Hydrometer -TH17-05, G46 Page 1 of 1
Grain Size Analysis (Hydrometer Method)
ASTM D422
Project No. 0035-045-00
Client Morrison Hershfield
Project Slater Street Rehabilitation
Test Hole TH17-07
Sample # G40
Depth (m) 0.9 - 1.2 Gravel 0.0%
Sample Date 13-Mar-17 Sand 2.1%
Test Date 20-Mar-17 Silt 29.2%
Technician SX Clay 68.7%
Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing Particle Size (mm) Percent Passing
50.0 100.00 4.75 100.00 0.0750 97.90
37.5 100.00 2.00 100.00 0.0471 96.51
25.0 100.00 0.825 99.89 0.0333 93.97
19.0 100.00 0.425 99.64 0.0236 92.06
12.5 100.00 0.180 99.04 0.0168 91.43
9.50 100.00 0.150 98.93 0.0119 90.16
4.75 100.00 0.075 97.90 0.0087 87.30
0.0062 82.85
0.0045 79.99
0.0027 74.91
0.0024 71.42
0.0018 66.97
0.0008 59.35
Sand Silt and ClayGravel
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100
Pe
rce
nt
Fin
er
by W
eig
ht
Particle Size (mm)
Particle Size Distribution Curve
Sand
MediumFine FineCoarseGravel
SiltCoarse
Clay
www.trekgeotechnical.ca1712 St. James Street
Winnipeg, MB R3H 0L3Tel: 204.975.9433 Fax: 204.975.9435
TREK Hydrometer -TH17-07, G40 Page 1 of 1
Asphalt 90 Concrete 215 -
CLAY FILL 0.2 0.3 29.0
CLAY 0.3 0.7 34.3
CLAY 0.7 0.9 33.8
CLAY 0.9 1.2 29.8
CLAY 1.2 1.5 29.3
CLAY 2.1 2.4 36.1
SILT 2.7 3.0 27.9
Asphalt 115 Concrete 135
SAND AND GRAVEL 0.2 0.3 14.2
CLAY TRACE ORGANICS 0.3 0.7 36.0
CLAY 0.7 0.9 35.2
CLAY 0.9 1.2 33.6
SILT 1.2 1.5 22.0
CLAY 1.5 1.8 38.5
SILT 2.1 2.4 24.1
CLAY 2.7 3.0 41.5
Asphalt 95 Concrete 180
CLAY FILL 0.2 0.3 19.3
CLAY TRACE ORGANICS 0.3 0.7 35.1
SILT 0.7 0.9 35.9
SILT 0.9 1.2 24.4 0 3 70 27 25 15 10
SILT 1.2 1.5 23.9
CLAY and SILT 1.8 2.1 23.9
CLAY 2.1 2.4 45.4
CLAY 2.7 3.0 53.0
Asphalt 140 Concrete 110
SAND AND GRAVEL 0.2 0.3 11.8
CLAY 0.3 0.7 35.4
CLAY 0.7 0.9 33.1
CLAY 0.9 1.2 30.7
CLAY 1.2 1.5 29.9
SILT 2.1 2.4 23.8
CLAY 2.7 3.0 43.6
Sample Depth (m)
Top
(m)
Bottom
(m)
TH17-04
TH17-01
TH17-02
U14 (5532422m N,
634201m E)
30.4 meters south of the
intersection of Salter
Street and Inkster Blvd,
northbound lane, 1.8
meters west of east
curb
U14 (5532377m N,
634171m E)
84.1 meters south of the
intersection of Salter
Street and Inkster Blvd,
southbound lane, 10.6
meters west of east
curb
U14 (5532282m N,
634126m
189.2 meters south of
the intersection of Salter
Street and Inkster Blvd,
southbound lane, 11.1
meters west of east
curb
U14 (5532345m N,
634162m E)
116.8 meters south of
the intersection of Salter
Street and Inkster Blvd,
northbound lane, 4.9
meters west of east
curb
TH17-03
Plasticity
Index
Moisture
Content
(%)
Grain Size Analysis Atterberg Limits
Local Street Renewal (Salter Street)
Sub-Surface Investigation
Summary Table
Test Hole
No.Test Hole Location
Pavement Surface Pavement Structure Material
Subgrade DescriptionType
Thickness
(mm)Type
Thickness
(mm)
Gravel
(%)
Clay
(%)Liquid Plastic
Silt
(%)
Sand
(%)
Sample Depth (m)
Top
(m)
Bottom
(m)
TH17-01
U14 (5532422m N,
634201m E)
30.4 meters south of the
intersection of Salter
Street and Inkster Blvd,
northbound lane, 1.8
meters west of east
curb
Plasticity
Index
Moisture
Content
(%)
Grain Size Analysis Atterberg Limits
Local Street Renewal (Salter Street)
Sub-Surface Investigation
Summary Table
Test Hole
No.Test Hole Location
Pavement Surface Pavement Structure Material
Subgrade DescriptionType
Thickness
(mm)Type
Thickness
(mm)
Gravel
(%)
Clay
(%)Liquid Plastic
Silt
(%)
Sand
(%)
Asphalt 75 Concrete 155
CLAY TRACE ORGANICS 0.2 0.3 32.0 0 7 37 56 71 28 43
CLAY 0.3 0.7 36.3
CLAY 0.7 0.9 32.9 0 2 22 77 76 25 51
CLAY 0.9 1.2 30.8
CLAY 1.2 1.5 29.0
SILT 2.1 2.4 23.4
SILT 2.7 3.0 24.4
Asphalt 75 Concrete 150
CLAY FILL 0.2 0.3 36.6
CLAY 0.3 0.7 36.6
CLAY 0.7 0.9 34.8
CLAY 0.9 1.2 30.2
CLAY 1.2 1.5 24.3
SILT 2.1 2.4 38.8
CLAY 2.7 3.0 30.5
Asphalt 110 Concrete 170
CLAY 0.2 0.3 22.1
CLAY TRACE ORGANICS 0.3 0.7 34.9
CLAY 0.7 0.9 31.7
CLAY 0.9 1.2 31.2 0 2 29 69 67 21 45
SILT 1.2 1.5 23.0
SILT 2.1 2.4 24.6
CLAY 2.7 3.0 42.2
Asphalt 110 Concrete 115
CLAY 0.2 0.3 30.5
CLAY TRACE ORGANICS 0.3 0.7 37.4
CLAY 0.7 0.9 37.1
CLAY 0.9 1.2 34.2
CLAY 1.2 1.5 31.1
SILT 2.1 2.4 24.6
CLAY 2.7 3.0 49.3
U14 (5532131m N,
634066m E)
351.6 meters south of
the intersection of Salter
Street and Inkster Blvd,
northbound lane, 1.9
meters west of east
curb
U14 (5532236m N,
634111m E)
237.1 meters south of
the intersection of Salter
Street and Inkster Blvd,
northbound lane, 4.8
meters west of east
curb
TH17-06
U14 (5532204m N,
634090m E)
275.2 meters south of
the intersection of Salter
Street and Inkster Blvd,
southbound lane, 10.9
meters west of east
curb
TH17-05
TH17-07
TH17-08
U14 (5532101m N,
634042m E)
388.9 meters south of
the intersection of Salter
Street and Inkster Blvd,
southbound lane, 10.7
meters west of east
curb
.
Appendix C
Photographs of Pavement Core Samples
Morrison Hershfield Salter Street Rehabilitation
Our Project No. 0035 045 00 April 2017
Photo 1: Pavement Core Sample at Test Hole TH17-01
Photo 2: Pavement Core Sample at Test Hole TH17-02
Morrison Hershfield Salter Street Rehabilitation
Our Project No. 0035 045 00 April 2017
Photo 3: Pavement Core Sample at Test Hole TH17-03
Photo 4: Pavement Core Sample at Test Hole TH17-04
Morrison Hershfield Salter Street Rehabilitation
Our Project No. 0035 045 00 April 2017
Photo 5: Pavement Core Sample at Test Hole TH17-05
Photo 6: Pavement Core Sample at Test Hole TH17-06
Morrison Hershfield Salter Street Rehabilitation
Our Project No. 0035 045 00 April 2017
Photo 7: Pavement Core Sample at Test Hole TH17-07
Photo 8: Pavement Core Sample at Test Hole TH17-08