REQUEST FOR PRO POSAL APPENDIX H 006 A T A Ex SHEAR TEST 14KF057 UNDISTURBED FIELD VANE WATER LEVEL...

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APP

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‐006‐A T

T: TradePorthn C. Munro

A

FOR PRO

PENDIX H

cal Inves

Taxi A Ex

InternationaHamilton Int

April 2015

OPOSAL

H

stigation

xpansion

al Corporatioernational A

n

n

on, irport (YHM)

COARSE

MEDIUM

SILT & CLAYSAND

1

1570002.5

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

VERY FINE

FINE

SAND

FINE COARSE

SILT

COARSE

MEDIUM COARSE

SANDCLAY

CLAY SILT GRAVEL

GRAVEL COBBLES

14KF057PML REF.

SAMPLE NO.PARTICLE SIZE DISTRIBUTION CHART

UNIFIED

REMARKS Borehole14-7, Sample 1, Depth 0.10 to 0.13 m

GRANULAR BASE

M.I.T.

U.S. BUREAUFINE MEDIUM

0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING

GRAIN SIZE IN MILLIMETERS

Granular B Specifications

U.S. STANDARD SIEVE SIZES HYDROMETER

270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

COARSE

MEDIUM

SILT & CLAYSAND

2

1570002.6

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

VERY FINE

FINE

SAND

FINE COARSE

SILT

COARSE

MEDIUM COARSE

SANDCLAY

CLAY SILT GRAVEL

GRAVEL COBBLES

14KF057PML REF.


UNIFIED

REMARKS Borehole 14-14, Sample 1, Depth 0.15 to 0.34 m

GRANULAR BASE

M.I.T.


0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING




270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

COARSE

MEDIUM

SILT & CLAYSAND

3

1570002.3

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

VERY FINE

FINE

SAND

FINE COARSE

SILT

COARSE

MEDIUM COARSE

SANDCLAY

CLAY SILT GRAVEL

GRAVEL COBBLES

14KF057PML REF.


UNIFIED


GRANULAR SUBBASE

M.I.T.


0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING




270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

COARSE

MEDIUM

PARTICLE SIZE DISTRIBUTION CHART

UNIFIED


GRANULAR SUBBASE

M.I.T.


CLAY

CLAY SILT GRAVEL

GRAVEL COBBLES

14KF057PML REF.

SAMPLE NO.

VERY FINE

FINE

SAND

FINE COARSE

SILT

COARSE

MEDIUM COARSE

SAND

SILT & CLAYSAND

4

1570002.4

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING




270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

COARSE

MEDIUM

MEDIUM

MEDIUM

5

1570002.1

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

GRAVEL

GRAVEL COBBLES

14KF057

SILT & CLAYSAND

VERY FINE

FINE

SAND

UNIFIED

REMARKS Borehole 14-2, Sample 1, Depth 2.0 - 2.3 m

CLAYEY SILT, TRACE SAND

M.I.T.

U.S. BUREAU

COARSE

SANDCLAY

CLAY

PML REF.


SILT

FINE COARSE

SILT

COARSEFINE

0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING



270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

COARSE

MEDIUM

MEDIUM

MEDIUM

6

157002.2

FIGURE NO.

COB

BLES

FINE MEDIUMGRAVEL

GRAVEL

GRAVEL COBBLES

14KF057

SILT & CLAYSAND

VERY FINE

FINE

SAND

UNIFIED


CLAYEY SILT, TRACE SAND

M.I.T.

U.S. BUREAU

COARSE

SANDCLAY

CLAY

PML REF.


SILT

FINE COARSE

SILT

COARSEFINE

0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

CU

MU

LA

TIV

E P

ER

CE

NT

PA

SS

ING



270 200 140 100 80 60 40 20 16 14 10 8 4 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 3"

0.001 0.005 0.01 0.05 0.1 0.5 1 .0 5.0 10 .0 50 .0 100.0

LIST OF ABBREVIATIONS

PENETRATION RESISTANCE

Standard Penetration Resistance N: - The number of blows required to advance a standard split spoon

sampler 0.3 m into the subsoil. - Driven by means of a 63.5 kg hammer falling freely a distance of 0.76 m.

Dynamic Penetration Resistance: The number of blows required to advance a 51 mm, 60 degree cone, fitted

to the end of drill rods, 0.3 m into the subsoil. The driving energy being 475 J per blow.

DESCRIPTION OF SOIL

The consistency of cohesive soils and the relative density or denseness of cohesionless soils are described in

the following terms:

CONSISTENCY N (blows/0.3 m) c (kPa) DENSENESS N (blows/0.3 m)

Very Soft 0 - 2 0 - 12 Very Loose 0 - 4

Soft 2 - 4 12 - 25 Loose 4 - 10

Firm 4 - 8 25 - 50 Compact 10 - 30

Stiff 8 - 15 50 - 100 Dense 30 - 50

Very Stiff 15 - 30 100 - 200 Very Dense > 50

Hard > 30 > 200

WTPL Wetter Than Plastic Limit

APL About Plastic Limit

DTPL Drier Than Plastic Limit

TYPE OF SAMPLE

SS Split Spoon TW Thinwall Open

WS Washed Sample TP Thinwall Piston

SB Scraper Bucket Sample OS Oesterberg Sample

AS Auger Sample FS Foil Sample

CS Chunk Sample RC Rock Core

ST Slotted Tube Sample USS Undisturbed Shear Strength

PH Sample Advanced Hydraulically RSS Remoulded Shear Strength

PM Sample Advanced Manually

SOIL TESTS

Qu Unconfined Compression LV Laboratory Vane

Q Undrained Triaxial FV Field Vane

Qcu Consolidated Undrained Triaxial C Consolidation

Qd Drained Triaxial PML-GEO-508A Rev. 2009-04

1

2

3

GS

GS

GS

Upon completion ofaugeringCave at 1.2 mNo free water

1.2

1.5

PAVEMENT STRUCTURE: 160 mm ofasphalt, over 170 mm of granular base,damp, over, 860 mm of granular subbase,occasional cobbles, damp

CLAYEY SILT: Grey clayey silt, somesand, trace gravel, DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY

GRAIN SIZEDISTRIBUTION (%)

GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL

Hamilton International Airport, Hamilton, Ontario

WL

LOCATION

Apron 2 Design Works

W

D. Brice

KH

BORING DATE:

REMOLDED FIELD VANEWATER LEVEL OBSERVED DURING /UPON COMPLETION OF DRILLING

POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057

UNDISTURBED FIELD VANE

WATER LEVEL MEASURED INMONITORING WELL

PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES

LOG OF BOREHOLE NO. 14-1

10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL

Continuous Flight Solid Stem Augers

GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu

DYNAMIC CONE PENETRATION

STANDARD PENETRATION TEST

BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15

LOG OF BOREHOLE REV. 08/2012 PETOMAC.GDT 2015 01 19

1 GS 1


10 89

0.18

1.2

1.9

3.0

TOPSOIL: Dark brown silt, trace sand,trace clay, moistSILT: Brown silt, some sand, trace clay,trace gravel, damp

CLAYEY SILT: Brown clayey silt, tracesand, trace gravel, APL

becoming DTPL

BOREHOLE TERMINATED AT 3.0 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.27

0.58

1.5

TOPSOIL: Dark brown silt, trace sand,trace gravel, moistSILT: Brown silt, some sand, trace clay,trace gravel, dampCLAYEY SILT: Brown clayey silt, somesand, trace gravel, DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1 GS

Upon completion ofaugeringOpenNo free water

0.20

0.90

1.8

3.0

TOPSOIL: Dark brown silt, trace sand,trace clay, moistSILT: Brown silt, some sand, trace gravel,dampCLAYEY SILT: Brown clayey silt, somesand, APL

becoming DTPL


(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.94

1.5

PAVEMENT STRUCTURE: 110 mm ofasphalt, over 100 mm of granular base,damp, over 725 mm of granular subbase,occasional cobbles, dampSILT: Brown silt, some sand, trace clay,trace gravel, dampBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.97

1.5

PAVEMENT STRUCTURE: 90 mm ofasphalt, over 80 mm of granular base,damp, over 800 mm of granular subbase,dampSILT: Brown silt, some sand, trace clay,trace gravel, dampBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

3

GS

GS

GS


0.97

1.5

PAVEMENT STRUCTURE: 95 mm ofasphalt, over 130 mm of granular base,damp, over 740 mm of granular subbase,dampCLAYEY SILT: Grey clayey silt, tracesand, trace gravel, APLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1 GS


0.09

1.41.5

TOPSOIL: Dark brown silt, trace clay,trace sand, trace gravel, moistSILT: Brown silt, some sand, trace gravel,damp

CLAYEY SILT: Dark brown clayey silt,some sand, DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

3

GS

GS

GS


0.16

1.2

2.1

3.0

TOPSOIL: Dark brown silt, trace sand,trace gravel, moistSILT: Brown silt, some sand, trace clay,trace gravel, damp

CLAYEY SILT: Brown clayey silt, tracegravel, trace sand, APL

becoming DTPL


(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15



0.11

1.5

TOPSOIL: Dark brown silt, trace sand,trace gravel, moistSILT: Brown silt, some sand, trace gravel,trace clay, damp


(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1 GS 1


8 91

0.15

0.91

3.0

TOPSOIL: Dark brown silt, trace sand,trace clay, moistSILT: Brown silt, some sand, trace clay,trace gravel, moist to dampCLAYEY SILT: Brown clayey silt, somesand, trace gravel, DTPL


(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.12

1.1

1.5

TOPSOIL: Dark brown silt, trace sand,trace gravel, moistSILT: Brown silt, some sand, trace gravel,trace clay, damp

CLAYEY SILT: Brown clayey silt, somesand, APLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

3

GS

GS

GS


0.36

1.5

PAVEMENT STRUCTURE: 80 mm ofasphalt, over 165 mm of pulverizedasphalt, over 35 mm of asphalt, over 80mm of brown sandy silt, trace gravel,dampCLAYEY SILT: Brown clayey silt, somesand, trace gravel, DTPL to APLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.88

1.5

PAVEMENT STRUCTURE: 145 mm ofasphalt, over 195 mm of granular base,damp, over 540 mm of granular subbase,dampCLAYEY SILT: Brown clayey silt, tracegravel, DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1

2

GS

GS


0.51

1.5

PAVEMENT STRUCTURE: 250 mm ofasphalt, over 150 mm of pulverizedasphalt, over 110 mm of granular base,dampCLAYEY SILT: Brown clayey silt, somesand, trace gravel, DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


1234

GSGSGSGS


0.310.45

0.84

1.5

PAVEMENT STRUCTURE: 205 mm ofasphalt, over 105 mm of granular base,dampSILT: Grey to brown silt, some sand,trace clay, trace gravel, dampCLAYEY SILT: Brown clayey silt, tracesand, APLbecoming DTPLBOREHOLE TERMINATED AT 1.5 m

(kPa)

kN/m3

UN

IT W

EIG

HT

LE

GE

ND

LIQUID LIMIT

NU

MB

ER

CHECKED BY


GROUND ELEVATION

PLASTIC LIMIT

SA SI&CL


WL

LOCATION


W

D. Brice

KH

BORING DATE:


POCKET PENETROMETER

POCKET TORVANE

LAB SHEAR TEST

14KF057



PML REF.:

BL

OW

S/0

.3m

N -

VA

LU

ES


10 20 30

NU

MB

ER

SOIL PROFILE

20 40 60 80

TECHNICIAN

DESCRIPTIONDEPTH

in

METRES

NOTES:

K. Hanes

PROJECT

GROUND WATER

OBSERVATIONS

AND REMARKS

LE

GE

ND

SAMPLES

TY

PE WP

WATER CONTENT

50 100 150 200

0.0

ENGINEER

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

BLOWS/0.3M

BORING METHOD

WATER CONTENT %

W

WL


GROUND ELEVATION

TY

PE

SHEAR STRENGTH Cu



BL

OW

S/0

.3m

N -

VA

LU

ES

EL

EV

AT

ION

SC

AL

E

WP

GR

2014 12 15


100 m60 m 80 m40 m20 m

SCALE

0 m

BH 14-1

BH 14-2

BH 14-3

BH 14-4

BH 14-5

BH 14-15

BH 14-10

BH 14-11

BH 14-6

BH 14-9

BH 14-8

BH 14-12

BH 14-14

BH 14-13

BH 14-16

BH 14-7

T

A

X

I

W

A

Y

A

L

P

H

A

T

A

X

I

W

A

Y

B

R

A

V

O

APRON 2

APRON 2

EXPANSION

WORK AREA

N

NOTE:

REFERENCE:

LEGEND:

THE INFERRED STRATIGRAPHY REFERRED TO IN THE REPORT IS BASED ON THE DATA

FROM THESE BOREHOLES SUPPLEMENTED BY GEOLOGICAL EVIDENCE. THE ACTUAL

STRATIGRAPHY BETWEEN THE BOREHOLES MAY VARY.

BOREHOLE LOCATION PLAN REPRODUCED FROM DRAWING SUPPLIED BY CLIENT.

KEY PLAN

APRON 2 DESIGN WORKS

HAMILTON INTERNATIONAL AIRPORT

HAMILTON, ONTARIO

WSP CANADA INC.

BOREHOLE LOCATION PLAN

DRAWN

CHECKED

APPROVED

D. BRICE

K. HANES

G. MITCHELL

DATE SCALE PML REF. DWG. NO.

JANUARY

2015

AS SHOWN 14KF057 1

BOREHOLE

REQUEST FOR PRO POSAL APPENDIX H 006 A T A Ex SHEAR TEST 14KF057 UNDISTURBED FIELD VANE WATER LEVEL...

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Transcript of REQUEST FOR PRO POSAL APPENDIX H 006 A T A Ex SHEAR TEST 14KF057 UNDISTURBED FIELD VANE WATER LEVEL...