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REPORT Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui Appendix C: Borehole Logs

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Page 1: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

REPORT

Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui Appendix C: Borehole Logs

Page 2: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui

Appendix C: Borehole Logs T&T Ref. REP-BEX-FAC

Earthquake Commission January 2011

REPORT

Report prepared for:

EARTHQUAKE COMMISSION

Report prepared by:

TONKIN & TAYLOR LTD

Distribution:

EARTHQUAKE COMMISSION 3 copies

TONKIN & TAYLOR LTD (FILE) 1 copy

January 2011

T&T Ref: REP-BEX-FAC

Earthquake Commission Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui Appendix C: Borehole Logs

Page 3: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum
Page 4: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui

Appendix C: Borehole Logs T&T Ref. REP-BEX-FAC

Earthquake Commission January 2011

Appendix C: Borehole Logs

Summary Sheet – Bexley & Aranui BEX 10

Borehole ID Maximum depth (m)

Location (mE)

Location (mN)

Ground level R.L

Method Drilling Company

BH-BEX-01 15.00 2487831.73 5743890.93 2.16 HQ Coring Perry

BH-BEX-02 15.00 2487862.55 5743776.50 1.82 HQ Coring Perry

BH-BEX-03 15.00 2487759.13 5743477.43 1.35 HQ Coring Perry

BH-BEX-04 30.00 2487606.15 5743239.39 1.96 HQ Coring Perry

BH-BEX-05 15.00 2487403.50 5743116.28 1.99 HQ Coring Perry

Page 5: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum
Page 6: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum
Page 7: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

SA

MP

LE

BA

GG

ED

OP

EN

BA

RR

EL

HAND DIG FILL.(Potholed for servicescheck and backfilled.)

YALDHURSTFORMATION(Overbank silt)

CHRISTCHURCHFORMATION(Coastal Sand)

0/0/0/0/1N=1PSD WS

FC

1/1/1/2/2N=4

FC

3/3/3/4/5N=15

FC

FILL

ML

SP

SW

VS

VL

L

MD

65

D

M

W

FILL: Silty fine SAND, brown. Dry, wellgraded. (Borehole drilled through pre-dugand backfilled pothole)

SILT with trace fine sand and rootlets,greyish brown. Moist, low plasticity.

- 1.5m to 2.1m no recovery

Fine SAND with some silt, grey. Wet,poorly graded. Silt present in very thin beds.

Fine to medium SAND, grey. Wet, wellgraded.

6010

0

Hole Location:BH-BEX-01-Bexley

SHEET 1 OF 3

BOREHOLE No: BEX-01

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

2.0

1.5

1.0

0.5

0.0

-0.5

-1.0

-1.5

-2.0

-2.5

DE

PT

H (

m)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

5

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

2.16 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 13/12/10

HOLE FINISHED: 13/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP/CRS CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743890.932487831.73

TONKIN & TAYLOR LTD

Page 8: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal Sand)

FC

1/2/4/3/6N=15

FC

5/2/4/5/8N=19

FC

PSD WS

4/5/5/5/6N=21

FC

SW

SP

MD

65

W Fine to medium SAND, grey. Wet, wellgraded.

Fine SAND with trace silt, grey. Wet,poorly graded.

- thin bed of silt

100

100

100

100

Hole Location:BH-BEX-01-Bexley

SHEET 2 OF 3

BOREHOLE No: BEX-01

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-3.0

-3.5

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-7.0

-7.5

DE

PT

H (

m)

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

10

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

2.16 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 13/12/10

HOLE FINISHED: 13/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP/CRS CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743890.932487831.73

TONKIN & TAYLOR LTD

Page 9: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal Sand)

1/1/3/5/7N=16

4/4/6/8/13N=31

6/5/6/9/10N=30

3/3/6/7/10N=26

SP MD

D

MD

65

W Fine SAND with trace silt, grey. Wet,poorly graded.

- thin bed of silt

End of borehole at 15mbgl.

100

100

100

Hole Location:BH-BEX-01-Bexley

SHEET 3 OF 3

BOREHOLE No: BEX-01

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-8.0

-8.5

-9.0

-9.5

-10.0

-10.5

-11.0

-11.5

-12.0

-12.5

DE

PT

H (

m)

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

15

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

2.16 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 13/12/10

HOLE FINISHED: 13/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP/CRS CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743890.932487831.73

TONKIN & TAYLOR LTD

Page 10: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

SA

MP

LE

BA

GG

ED

OP

EN

BA

RR

EL

HAND DIG FILL.(Potholed for servicescheck and backfilled.)

YALDHURSTFORMATION(Overbank silt)

CHRISTCHURCHFORMATION(Coastal sand)

2/1/1/1/2N=5

PSD HYD

FC

4/3/2/3/4N=12

FC

FC

0/1/0/0/1N=2

FILL

ML

SP

L

MD

VL

65

D

W

FILL: Silty, fine to medium SAND, brown.Dry, well graded. (Borehole drilled throughpre-dug and backfilled pothole.)

Fine sandy SILT, dark grey. Wet, lowplasticity.

Fine SAND, grey. Wet, poorly graded.

- moderately thin bed of silt

100

100

Hole Location:BH-BEX-02-Bexley

SHEET 1 OF 3

BOREHOLE No: BEX-02

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

1.5

1.0

0.5

0.0

-0.5

-1.0

-1.5

-2.0

-2.5

-3.0

DE

PT

H (

m)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

5

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.82 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 10/12/10

HOLE FINISHED: 10/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743776.52487862.55

TONKIN & TAYLOR LTD

Page 11: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

FC

3/1/1/1/1N=4

FC

PSD WS

FC

5/4/6/6/8N=24

PSD WS

5/4/5/5/6N=20

FC

SP

SW

SP

VL

L

MD

65

W Fine SAND, grey. Wet, poorly graded.

Fine to medium SAND, greyish brown.Wet, well graded.- laminated silt layersFine SAND, grey. Wet, poorly graded.

- very thin bed of silt

- very thin bed of silt

- very thin bed of silt

- very thin bed of silt

100

100

100

100

Hole Location:BH-BEX-02-Bexley

SHEET 2 OF 3

BOREHOLE No: BEX-02

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-3.5

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-7.0

-7.5

-8.0

DE

PT

H (

m)

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

10

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.82 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 10/12/10

HOLE FINISHED: 10/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743776.52487862.55

TONKIN & TAYLOR LTD

Page 12: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

4/4/8/9/14N=35

5/4/5/7/10N=26

4/5/8/7/9N=29

2/4/6/8/11N=29

SP MD

D

MD65

W Fine SAND, grey. Wet, poorly graded.

- trace shells

End of borehole at 15mbgl.

100

100

100

Hole Location:BH-BEX-02-Bexley

SHEET 3 OF 3

BOREHOLE No: BEX-02

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-8.5

-9.0

-9.5

-10.0

-10.5

-11.0

-11.5

-12.0

-12.5

-13.0

DE

PT

H (

m)

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

15

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.82 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 10/12/10

HOLE FINISHED: 10/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743776.52487862.55

TONKIN & TAYLOR LTD

Page 13: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

SA

MP

LE

BA

GG

ED

OP

EN

BA

RR

EL

FILL. (Potholed forservices check andbackfilled.)

CHRISTCHURCHFORMATION(Coastal sand)

0/1/0/1/0N=2

FC

FC

PSD WS

4/3/3/3/5N=14

FC

3/5/4/5/4N=18

SP

ML

SP

VL

VSt

F

MD

65

D

W

FILL (Borehole drilled though pre-dug andbackfilled pothole.)

Fine SAND with some silt, grey. Wet,poorly graded.

- 1.2m to 1.5m no recovery

Sandy SILT, grey. Wet, low plasticity.Sand is fine.

Fine to medium SAND, grey. Wet, poorlygraded.

5010

010

0

Hole Location:BH-BEX-03-Bexley

SHEET 1 OF 3

BOREHOLE No: BEX-03

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

1.0

0.5

0.0

-0.5

-1.0

-1.5

-2.0

-2.5

-3.0

-3.5

DE

PT

H (

m)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

5

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.35 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 9/12/10

HOLE FINISHED: 9/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743477.432487759.13

TONKIN & TAYLOR LTD

Page 14: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

FC

2/1/2/5/7N=15

FC

FC

3/4/5/4/4N=17

FC

4/4/7/8/12N=31

FC

SP

SP

SP

MD

D

65

W Fine to medium SAND, grey. Wet, poorlygraded.

Medium SAND, grey. Wet, poorly graded.

Fine SAND with trace shell fragments, grey.Wet, poorly graded.

100

100

100

100

Hole Location:BH-BEX-03-Bexley

SHEET 2 OF 3

BOREHOLE No: BEX-03

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-7.0

-7.5

-8.0

-8.5

DE

PT

H (

m)

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

10

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.35 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 9/12/10

HOLE FINISHED: 9/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743477.432487759.13

TONKIN & TAYLOR LTD

Page 15: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

6/5/9/10/14N=38

3/3/6/9/11N=29

4/5/8/10/12N=35

6/6/9/11/16N=42

SP D

MD

D

65

W Fine SAND with trace shell fragments, grey.Wet, poorly graded.

End of borehole at 15mbgl.

100

100

100

Hole Location:BH-BEX-03-Bexley

SHEET 3 OF 3

BOREHOLE No: BEX-03

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-9.0

-9.5

-10.0

-10.5

-11.0

-11.5

-12.0

-12.5

-13.0

-13.5

DE

PT

H (

m)

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

15

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.35 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 9/12/10

HOLE FINISHED: 9/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743477.432487759.13

TONKIN & TAYLOR LTD

Page 16: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

SA

MP

LE

BA

GG

ED

OP

EN

BA

RR

EL

HAND DIG FILL.(Potholed for servicescheck and backfilled.)

SUBDIVISIONCONSTRUCTIONFILL

CHRISTCHURCHFORMATION(Coastal sand)

PSD WS

FC

PSD HYD

3/3/3/4/8N=18FC

3/3/3/3/3N=12

SW

ML

SP

SW

VL

VS

MD

65

D

W

FILL. (Borehole drilled through pre-dug andbackfilled pothole.)

FILL: Fine SAND with some silt, brown.Dry, well graded.

FILL: SILT with some sand, grey. Wet, lowplasticity. Sand is fine.

- red brick

Fine SAND, grey. Wet, poorly graded.

Fine to medium SAND, grey. Wet, wellgraded.

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 1 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

1.5

1.0

0.5

0.0

-0.5

-1.0

-1.5

-2.0

-2.5

-3.0

DE

PT

H (

m)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

5

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 17: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

FC

0/1/0/1/1N=3FC

FC

3/2/2/3/5N=12FC

3/3/5/6/6N=20PSD WS

SW MD

VL

MD

65

W Fine to medium SAND, grey. Wet, wellgraded.

100

100

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 2 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-3.5

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-7.0

-7.5

-8.0

DE

PT

H (

m)

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

10

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 18: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

FC

4/4/4/5/6N=19

3/4/6/7/10N=27

3/4/7/10/15N=36

SW

SP

MD

D

65

W Fine to medium SAND, grey. Wet, wellgraded.

Fine SAND with trace shells, grey. Wet,poorly graded.

100

100

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 3 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-8.5

-9.0

-9.5

-10.0

-10.5

-11.0

-11.5

-12.0

-12.5

-13.0

DE

PT

H (

m)

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

15

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 19: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

2/3/5/9/13N=30

7/9/13/16/12for 40mmN=50

2/2/2/4/6N=14

SP

SP

SP

MD

VD

MD

65

W Fine to medium SAND, grey. Wet, wellgraded.

Fine to medium SAND interbedded withthin to very thin beds of silt, grey. Wet,poorly graded. Silt has low plasticity and iscohesive.

Fine SAND, grey. Wet, poorly graded.

100

100

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 4 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-13.5

-14.0

-14.5

-15.0

-15.5

-16.0

-16.5

-17.0

-17.5

-18.0

DE

PT

H (

m)

15.5

16.0

16.5

17.0

17.5

18.0

18.5

19.0

19.5

15.5

16.0

16.5

17.0

17.5

18.0

18.5

19.0

19.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

20

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 20: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

5/2/2/4/7N=15

4/1/3/2/3N=9

2/2/2/3/6N=13

SP

ML

SP

MD

S

MD

65

W Fine to medium SAND, grey. Wet, wellgraded.

- shell fragments

SILT, grey. Wet, low plasticity, cohesive.

Fine SAND with trace shells, grey. Wet,poorly graded.

100

100

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 5 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-18.5

-19.0

-19.5

-20.0

-20.5

-21.0

-21.5

-22.0

-22.5

-23.0

DE

PT

H (

m)

20.5

21.0

21.5

22.0

22.5

23.0

23.5

24.0

24.5

20.5

21.0

21.5

22.0

22.5

23.0

23.5

24.0

24.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

25

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 21: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

5/5/11/14/20N=50

3/2/2/3/6N=13

3/4/8/11/14N=37

3/2/1/2/2N=7

SW

SW

SP

SP

MD

D

MD

D

65

W Fine to medium SAND, grey. Wet, wellgraded.Fine to medium SAND with trace shells,grey. Wet, well graded.

Fine SAND, grey. Wet, poorly graded.

- wood

Fine to medium SAND, grey. Wet, poorlygraded.

End of borehole at 30mbgl.

100

100

100

Hole Location:BH-BEX-04-Bexley

SHEET 6 OF 6

BOREHOLE No: BEX-04

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-23.5

-24.0

-24.5

-25.0

-25.5

-26.0

-26.5

-27.0

-27.5

-28.0

DE

PT

H (

m)

25.5

26.0

26.5

27.0

27.5

28.0

28.5

29.0

29.5

25.5

26.0

26.5

27.0

27.5

28.0

28.5

29.0

29.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

30

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.96 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/Concentrix

HOLE STARTED: 8/12/10

HOLE FINISHED: 8/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743239.392487606.15

TONKIN & TAYLOR LTD

Page 22: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

SA

MP

LE

BA

GG

ED

OP

EN

BA

RR

EL

HAND DIG FILL.(Potholed for servicescheck and backfilled.)

SUBDIVISIONCONSTRUCTIONFILL

YALDHURSTFORMATION(Overbank silt)

CHRISTCHURCHFORMATION(Coastal sand)

0/2/1/1/2N=6

PSD WS

FC

1/1/1/2/3N=7

FC

FC

0/1/2/3/4N=10

ML

ML

SP

SP

S

L

65

W FILL: Fine to medium SAND with somesilt, brown. Wet, well graded. (Boreholedrilled through pre-dug and backfilledpothole.)

FILL: Sandy SILT with some gravel andtrace organics (wood), brown. Wet, lowplasticity. Sand is fine to medium. Gravel isangular (fill).

SILT with some sand, grey. Wet, lowplasticity. Sand is fine.

- 1.5m to 1.95m no recovery

Fine SAND with some silt, grey. Wet,poorly graded.

Fine SAND, grey. Wet, poorly graded.

100

3610

0

Hole Location:BH-BEX-05-Bexley

SHEET 1 OF 3

BOREHOLE No: BEX-05

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

1.5

1.0

0.5

0.0

-0.5

-1.0

-1.5

-2.0

-2.5

DE

PT

H (

m)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

5

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.99 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/concentrix

HOLE STARTED: 7/12/10

HOLE FINISHED: 7/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743116.282487403.5

TONKIN & TAYLOR LTD

Page 23: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand)

4/1/2/3/2N=8

FC

3/3/4/3/2N=12

FC

PSD WS

3/3/4/2/2N=11

FC

SP L

MD

65

W Fine SAND, grey. Wet, poorly graded.

- 6.5m to 7.5m trace silt

100

100

100

100

Hole Location:BH-BEX-05-Bexley

SHEET 2 OF 3

BOREHOLE No: BEX-05

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-3.5

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-7.0

-7.5

DE

PT

H (

m)

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

10

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.99 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/concentrix

HOLE STARTED: 7/12/10

HOLE FINISHED: 7/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743116.282487403.5

TONKIN & TAYLOR LTD

Page 24: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

OP

EN

BA

RR

EL

CHRISTCHURCHFORMATION(Coastal sand) FC

3/2/4/4/4N=14

2/2/2/2/3N=9

2/0/1/1/2N=4

3/4/6/7/11N=28

SP MD

L

D

65

W Fine SAND, grey. Wet, poorly graded.

- potentially low N value due to drillingdifficulties

- 14.1m to 14.3 trace shells

End of borehole at 15mbgl.

100

100

100

Hole Location:BH-BEX-05-Bexley

SHEET 3 OF 3

BOREHOLE No: BEX-05

BORELOG BEXLEY.GPJ 26/1/11

CA

SIN

G

TESTS

SA

MP

LES

WE

AT

HE

RIN

G

ST

RE

NG

TH

/DE

NS

ITY

CLA

SS

IFIC

AT

ION

SH

EA

R S

TR

EN

GT

H

(kP

a)

10 25 50 100

200

CO

MP

RE

SS

IVE

ST

RE

NG

TH

(MP

a)

1 5GR

AP

HIC

LO

G

CLA

SS

IFIC

AT

ION

SY

MB

OL

R.L

. (m

)

-8.5

-9.0

-9.5

-10.0

-10.5

-11.0

-11.5

-12.0

-12.5

DE

PT

H (

m)

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

MO

IST

UR

E

CO

ND

ITIO

N

ROCK DESCRIPTION

Substance: Rock type, particle size, colour,minor components.

Defects: Type, inclination, thickness,

BOREHOLE LOG

WA

TE

R

20 50 100 roughness, filling.

50 250

1000

2000

250

DE

FE

CT

SP

AC

ING

(mm

)

15

SOIL DESCRIPTION

Soil type, minor components, plasticity orparticle size, colour.ORIGIN,

MINERAL COMPOSITION.

ENGINEERING DESCRIPTION

FLU

ID L

OS

S

ME

TH

OD

GENERIC NAME,

GEOLOGICAL

GEOLOGICAL UNIT,

CO

RE

RE

CO

VE

RY

(%

)

CO-ORDINATES

R.L.

DATUM

PROJECT: Darfield 2010 Earthquake - EQC Ground Investigations LOCATION: Bexley JOB No: 51731.001

1.99 m

Lyttleton 1937

DRILL TYPE:

DRILL METHOD: Open barrel/concentrix

HOLE STARTED: 7/12/10

HOLE FINISHED: 7/12/10

DRILLED BY: Perry Drilling

LOGGED BY: ZDP CHECKED: BMcDDRILL FLUID: N/A

BORELOG BEXLEY.GPJ 26/1/11

T+

T_D

AT

AT

EM

PLA

TE

.GD

T e

ek

5743116.282487403.5

TONKIN & TAYLOR LTD

Page 25: Earthquake Commission Darfield Earthquake Recovery ... · Earthquake Commission January 2011 Appendix C: Borehole Logs Summary Sheet – Bexley & Aranui BEX 10 Borehole ID Maximum

Darfield Earthquake Recovery Geotechnical Factual Report Bexley & Aranui

Appendix C: Borehole Logs T&T Ref. REP-BEX-FAC

Earthquake Commission January 2011