focground and berry bypass - home - roads and waterways

Princes Highway Upgrade – Gerringong to Bomaderry

Foxground and Berry Bypass

Report on preparation of route feasibility comparative cost estimates

Appendix D2

Geotechnical investigations:

RMS Factual Geotechnical Investigation Report

Proposed Southern Alignment Around Berry Princes Hwy (HW1), Berry NSW

G11-02 May 2012

APPENDIX A

BOREHOLE LOGS AND CORE PHOTOS

AD

/TW

BH

W C

asin

g

0.25m

0.60m

2.50m

4.00m

5.30m

6.45m

8.00m

CI

CI-CH

CH

CH

CH

SC

GC

E

F

F-H

RR

M

St

VSt

St andVSt

MD

VD

TOPSOIL

ALLUVIUM

1.00: SPT Recovery: 0.45 m1.10: Acid sulphate test sample




7.15: SPT Recovery: 0.1 m

1.30: HP Samp = 150 - 200 kPa

2.80: HP Samp = 125 - 175 kPa

3.35: HP Samp = 225 kPa

4.30: HP Samp = 175 - 350 kPa

SILTY CLAY: black, medium plasticity

SILTY CLAY: grey, medium with high plasticity

CLAY: pale grey, yellow brown and red brown, high plasticity, trace silt,and organic material

CLAY: as above pale grey with red brown and yellow brown. Trace Fecemented nodules

CLAY: as above yellow brown and red brown with pale grey. Fecemented zones throughout

becoming sandy with depth

CLAYEY SAND: pale grey, red brown and yellow brown, fine and mediumgrained sand, low and medium plasticity, trace coarse grained sand, withpockets of sandy clay

CLAYEY SANDY GRAVEL: brown and red brown with pale grey, fine tocoarse gravel, sub-rounded, basalt, fine to coarse grained sand, low andmedium plasticity clay, trace basalt cobbles

with gravelly clayey sand pockets

U75

3.35m

1.00m

2.50m

3.00m

4.00m

5.55m

7.15m

SPT1, 3, 4N*=7

1.45m

SPT2, 3, 5N*=8

2.95m

SPT5, 6, 8N*=14

4.45m

SPT4, 6, 10N*=16

6.00m

SPT25/150mmN*=R7.30m

N/A

0% P

olym

er L

OS

S (

Cas

ing

at 4

.5m

)

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY

STRUCTURE& Other Observations

MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic

Secondary and Minor Components

RIG TYPE : COMACCHIO 205

DATE COMPLETED : 16/4/12 DATE LOGGED : 16/4/12

CONTRACTOR : TERRATEST

DATE STARTED : 15/4/12

HOLE NO :

File: G4372 B15 1 OF 3

FILE / JOB NO : G4372

SHEET : 1 OF 3

See Explanatory Notes fordetails of abbreviations& basis of descriptions.

B15

CHECKED BY : DHLOGGED BY : RH

SURFACE ELEVATION : 1.850 (AHD)

PROJECT : BERRY BYPASSLOCATION : SOUTHERN ALIGNMENT

POSITION : E: 288091.920, N: 6148241.940 (56 MGA94) ANGLE FROM HORIZONTAL : 90°

MOUNTING : Track DRILLER : A ZUMMO

NON-CORE DRILL HOLE - GEOLOGICAL LOG

ROADS AND MARITIME SERVICES, NSW

SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

OR

E D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

7 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

8.25m

8.75m

GC

F-HRR

M

VDBEDROCK


CLAYEY SANDY GRAVEL: as above some siltstone gravel

SANDY SILTSTONE AND SILTSTONE: grey, grey brown and red brown,layered, horizontally; highly weathered

Continued as Cored Drill Hole

8.65mSPT30/100mmN*=R8.75m

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY








HOLE NO :

File: G4372 B15 2 OF 3


SHEET : 2 OF 3


B15








SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

OR

E D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

7 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

JT 30 - 70° Clay PR RF IRSM 0° Clay 5 mmJT 15° Fe Clay PR RFHBJT 10° Fe Clay PR RFJT 40° Fe Clay CT PR RFLoss in EW bedrock / clay

0° Clay 60 mm EW bedrockSM 0° Clay 10 mm0° 100 mm EW bedrockBP 0 - 5° Fe Clay PR RF

BP 5° Fe PR RF

HBBP 5° Fe Clay PR RFDLBP 5° Fe PR RF

DB

HB

JT 65° Fe Clay PR RF

DBclasts Clay <=20 mmHB

Loss in EW bedrock

5° 30 mm EW bedrock

JT 60° MS clay IR RFDBclasts Clay <=20 mm

DL

HBDB

DB

DB

DB

DBHBDBDBBP MS CN

DB

DBDB

DB

DBHBDB

DB

DB

DBJT 15 - 70° Clay CN PR RFS trace pyrites

HW

MW

EW

HW

EW

MWandHW

SWandF

MW

EW/

HW

F

36%LOSS

9.45

0%LOSS

10.25

11%LOSS

11.75

0%LOSS

14.73

8.75m

9.12m

9.37m

9.61m

11.22m

11.39m

12.12m

14.73m

SILTSTONE: grey with grey brown and red brown,layered, 0°-10° current bedding, trace fine grained sand

CORE LOSS 0.25m (9.12-9.37)

SANDY SILTSTONE AND SILTSTONE: pale to darkgrey, grey brown and red brown, fine grained, layered,0°-10° current bedding

SILTY SANDSTONE AND SANDY SILTSTONE: greyand dark grey, fine with medium grained, layered,0°-10° current bedding, trace of Fe sealed joints andBPs at 70° - 90°. With siltstone bands and lenses. Traceshell fossils

CORE LOSS 0.17m (11.22-11.39)

SILTY SANDSTONE AND SANDY SILTSTONE: asabove No Fe sealed defects. Trace of MS sealed jointsand BPs at 10° - 70°

SANDY SILTSTONE WITH SILTY SANDSTONE: asabove

START CORING AT 8.75m

BOREHOLEB15 TERMINATED AT 14.73 m

NM

LC

Is(50)d=0.27a=0.48MPa

Is(50)d=0.92

a=2MPa

Is(50)d=2.07a=3.74MPa

Is(50)d=0.63a=2.04MPa

Is(50)d=1.93a=2.7MPa

Is(50)d>0.35a=2.46MPa

5% P

olym

er L

OS

S (

Cas

ing

at 4

.5m

)

DRILLING

Description, orientation, infillingor coating, shape, roughness,

thickness, other

BARREL (Length) : 3.00 mCASING DIAMETER : HW

DRILLDEPTH

MATERIAL

(joints, partings, seams, zones, etc)

20 40 100

300

1000G

RA

PH

ICLO

G

ADDITIONAL DATAD

EP

TH

(m

)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R

ESTIMATED STRENGTHIs(50)

BIT CONDITION : GOODBIT : DIAMOND STEPFACE

Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)

DESCRIPTIONROCK TYPE : Colour, Grain size, Structure

(texture, fabric, mineral composition, hardnessalteration, cementation, etc as applicable)

DR

ILLI

NG

& C

AS

ING

NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S





HOLE NO :

File: G4372 B15 3 OF 3


SHEET : 3 OF 3


B15






CORED DRILL HOLE LOG


RM

S L

IB 3

2.G

LB L

og R

TA

CO

RE

D D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

7 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

Geotechnical Investigation Bore Hole: B15

Photo 1 of 2

G4372 HW 1 - Princes Highway

Berry Bypass


Photo 2 of 2


Berry Bypass

AD

/TW

BH

W C

asin

gN

W C

asin

g

0.40m

1.20m

2.30m

3.20m

5.00m

6.10m

6.50m

GP

SC

SC

GW

E

F

H

H-F

M

W

W to M

F

L

F to St

VD

ALLUVIUM





BEDROCK

1.65: HP Samp = 100 - 130 kPa

SILTY SANDY CLAY: brown and dark brown, low plasticity, with fine tomedium gravel

GRAVEL WITH SAND AND SILT: brown and red brown, fine gravel,sub-rounded to sub-angular, with fine to coarse gravel, with sand and silt

SANDY CLAY: dark brown and dark red brown, medium to low plasticity,fine grained sand

SANDY CLAY WITH GRAVEL: dark brown and brown, medium to lowplasticity, fine grained sand, with fine to medium gravel

GRAVEL WITH SAND: brown and grey brown, fine to coarse gravel, withfine to medium grained sand, trace silt and clay

GRAVEL WITH SILT AND CLAY: brown, orange brown and pale grey,fine to coarse gravel, with silt, with clay, possible cobbles

SILTY SANDSTONE: dark grey, with thin siltstone laminations;moderately weathered


U75

2.35m

0.50m

1.50m

2.00m

2.50m

4.20m

5.70m

SPT2, 2, 2N*=4

0.95m

SPT2, 3, 4N*=7

1.95m

SPT2, 4, 7N=11

2.95m

SPT19,30/120mmN*=R4.47m

SPT23, 13,20/130mmN*=R

6.13m

0% W

ate

r LO

SS

28/0

3/12

11

:30

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY




RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B17 1 OF 3


SHEET : 1 OF 3


B17

CHECKED BY : DHLOGGED BY : MH


PROJECT : BERRY BYPASSLOCATION :


MOUNTING : Track DRILLER : R MORTON



SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

OR

E D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

7 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

BP 5° Fe IR RF

DB

DBDBDB

DB

DL

DB

BP 10° CN CU RFJT 20° pyrite IR RF

DB

JT 60° MU IR RF

SWto F

0%LOSS

7.25

0%LOSS

6.50m

SILTY SANDSTONE: dark grey, fine grained, with verythin siltstone laminations, moderately to well cemented


NM

LC

Is(50)d=0.65a=1.09MPa

Is(50)d=1.36a=0.99MPa

2% W

ate

r LO

SS

DRILLING


thickness, other

BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW

DRILLDEPTH

MATERIAL


20 40 100

300

1000G

RA

PH

ICLO

G

ADDITIONAL DATAD

EP

TH

(m

)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R


BIT CONDITION : GOODBIT : ROCK ROLLER/STEPFACE

Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)



DR

ILLI

NG

& C

AS

ING

NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S

RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B17 2 OF 3


SHEET : 2 OF 3


B17








RM

S L

IB 3

2.G

LB L

og R

TA

CO

RE

D D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

15:1

3 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

HBDBDBDB

DB

DBDLJT 60° MU IR RF clay

DBJT 60° CN IR RFDBDB

JT 20° CN IR RF

DB

JT 40° CN IR RFDB

DB

SWto F

0%LOSS

8.68

0%LOSS

10.14 10.14m

SILTY SANDSTONE: dark grey, fine grained, with verythin siltstone laminations, moderately to well cemented(continued)

BOREHOLEB17 TERMINATED AT 10.14 mStandpipe Installed

NM

LC

Is(50)d=1.13a=1.32MPa

Is(50)d=1.15a=1.61MPa

0% W

ate

r LO

SS

DRILLING


thickness, other


DRILLDEPTH

MATERIAL


20 40 100

300

1000G

RA

PH

ICLO

G

ADDITIONAL DATAD

EP

TH

(m

)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R



Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)



DR

ILLI

NG

& C

AS

ING

NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S

RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B17 3 OF 3


SHEET : 3 OF 3


B17








RM

S L

IB 3

2.G

LB L

og R

TA

CO

RE

D D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

8 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In


Photo 1 of 1


Berry Bypass

AD

/TW

BH

W C

asin

gN

W C

asin

g

1.70m

2.20m

3.80m

4.50m

5.20m

6.70m

CH

SC-SM

CH

CH

CI-CH

CH

CI

E

M

M to W

M

VSt

L

F to St

St toVSt

St

VSt

F to St

ALLUVIUM







0.80: HP Samp = 200 - 300 kPa

1.60: HP Samp = 250 kPa

1.90: HP Samp = 110 kPa

2.80: HP Samp = 100 - 150 kPa

4.30: HP Samp = 300 - 350 kPa

4.60: HP Samp = 150 kPa

5.80: HP Samp = 250 - 450 kPa

7.30: HP Samp = 120 - 150 kPa

CLAY: dark brown, brown, orange brown and grey mottled orange, highplasticity, trace silt

SILTY CLAYEY SAND: grey and grey brown, fine grained sand, low tomedium plasticity

CLAY: grey and dark grey, high plasticity, trace patches and thin lens to4mm of fine grained sand

CLAY: grey and pale grey, high plasticity

SANDY CLAY / CLAY WITH SAND: pale grey and grey, medium to highplasticity, fine grained sand

CLAY: pale grey and grey mottled orange red, high plasticity

CLAY WITH SAND AND SILT: dark red brown and brown mottled grey,medium plasticity, with fine grained sand, and silt

U75

3.35m

0.50m

1.50m

2.50m

3.00m

4.15m

5.65m

7.15m

SPT3, 4, 6N*=10

0.95m

SPT3, 3, 4N*=7

1.95m

SPTHW/300mm,1N*=1

2.95m

SPT3, 4, 5N*=9

4.60m

SPT3, 4, 6N*=10

6.10m

SPT1, 4, 6N*=10

7.60m

0% W

ate

r LO

SS

04/0

4/12

08

:30

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY




RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B19A 1 OF 3


SHEET : 1 OF 3


B19A








SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

OR

E D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

8 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

WB

WB

NW

Cas

ing

8.65m

9.70m

12.90m

13.18m

CI

GC

GP

E

F-H

H

M

M to W

W

F to St

D

VD




BEDROCK


CLAY WITH SAND AND SILT: dark red brown and brown mottled grey,medium plasticity, with fine grained sand, and silt (continued)

SANDY CLAYEY GRAVEL WITH SILT: brown and pale blue grey, fine tomedium gravel, sub-rounded to sub-angular, patchy high plasticity clay,fine to coarse grained sand, with silt

GRAVEL WITH SAND AND SILT: brown, orange brown and grey brown,fine to medium gravel, sub-angular to angular, with silt, fine to coarsegrained sand, trace clay

gravel is sandstone / siltstone fragments to 30mm

SANDY SILTSTONE: dark grey and grey; extremely weathered to highlyweathered, very low to low strength


8.65m

10.15m

11.65m

13.15m

SPT15, 20, 23N*=43

9.10m

SPT11,30/150mmN*=R10.45m

SPT16,30/100mmN*=R11.90m

SPT8/30mm HBN*=R13.18m

0% W

ate

r LO

SS

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY




RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B19A 2 OF 3


SHEET : 2 OF 3


B19A








SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

OR

E D

RIL

L H

OLE

G43

72 B

ER

RY

BY

PA

SS

.GP

J <

<D

raw

ingF

ile>

> 1

0/M

ay/2

012

14:4

8 8.

30.0

02 D

atge

l CP

T T

ool g

INT

Add

-In

DBBPDB 0° CN IR RFBPDB 0° CN IR RF

JT 80° closed

JTHB 40° CN IR RF

NW

Cas

ing

SWto F

NM

LC

0%LOSS

14.70

0%LOSS

15.72

13.18m

15.72m

SILTY SANDSTONE / SANDY SILTSTONE: grey anddark grey, fine grained, layered, thickly bedded,moderately to well cemented, poorly sorted, thincarbonaceous siltstone veneers and laminations at 0°


BOREHOLEB19A TERMINATED AT 15.72 m

Is(50)d=1.33a=3.18MPa

Is(50)d=2.1MPa

Is(50)d=3

a=4.05MPa

Is(50)d=3.15a=4.07MPa

0% W

ate

r LO

SS

DRILLING


thickness, other


DRILLDEPTH

MATERIAL


20 40 100

300

1000G

RA

PH

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ADDITIONAL DATAD

EP

TH

(m

)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R


BIT CONDITION : GOODBIT : DRAG BIT/ROCK ROLLER/STEPFACE

Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)



DR

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& C

AS

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NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S

RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B19A 3 OF 3


SHEET : 3 OF 3


B19A








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Geotechnical Investigation Bore Hole: B19A

Photo 1 of 1


Berry Bypass

AD

/TC

AS

ING

0.15m

1.75m

2.50m

2.75m

3.20m

4.00m

ML

CI-CH

GC

CH

SM

CI-CH

E

F-H

FRR

M

VSt

D

VSt

MD

VSt

TOPSOIL

ALLUVIUM


1.30: Acid sulphate test sample


1.20: HP Samp = 225 - 300 kPa

2.80: HP Samp = 350 - 400 kPa

SANDY CLAYEY SILT: brown, low plasticity, fine grained sand, tracecoarse grained sand, trace gravel

SANDY CLAY AND CLAY: brown, red brown, grey and pale grey,medium and high plasticity, fine to coarse grained sand, trace fine tocoarse sub-rounded gravel

SANDY CLAYEY GRAVEL: brown, red brown and grey, fine to coarsegravel, sub-rounded, medium and high plasticity, fine to coarse grainedsand, possible cobbles, with pockets of gravelly sandy clay

CLAY: pale blue grey, high plasticity, with silt

SILTY SAND: pale brown grey, fine grained sand, non plastic, trace clay

SILTY CLAY AND CLAY: pale grey, yellow brown and red brown,medium and high plasticity, with Fe cemented zones

BOREHOLEB20A TERMINATED AT 4.00 mSite vacated under instruction from property owner

1.00m

2.50m

SPT3, 6, 7N*=13

1.45m

SPT11, 8, 12N*=20

2.95m

N/A

Po

lym

er (

Cas

ing

at 2

.8m

)

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY








HOLE NO :

File: G4372 B20A 1 OF 1


SHEET : 1 OF 1


B20A








SA

MP

LES

&F

IELD

TE

ST

S

RM

S L

IB 3

2.G

LB L

og R

TA

NO

N-C

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E D

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G43

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AD

/TW

BH

W C

asin

gN

W C

asin

g

0.40m

1.30m

2.10m

3.50m

5.00m

6.70m

7.55m

CH

CH

CI-CH

GP

CI-CH

GP

E-F

F-H

H

F

M

F to St

St

VSt

D

H

VD

ALLUVIUM





BEDROCK


0.60: HP Samp = 150 kPa

1.70: HP Samp = 350 - 380 kPa

4.20: HP Samp = 130 kPa

CLAY: brown and dark brown, medium to high plasticity, with silt, tracefine to coarse grained sand

CLAY: orange brown and pale grey, high plasticity, with silt

CLAY WITH GRAVEL AND SAND: orange red and orange brown mottledpale grey, medium to high plasticity, with fine to medium sub-rounded tosub-angular gravel, with fine to coarse grained sand

GRAVEL WITH SILT AND CLAY: red and red brown with off white, fineto medium gravel, sub-rounded to sub-angular, with silt, with medium tohigh plasticity clay

GRAVELLY CLAY / CLAYEY GRAVEL: clay is red, red brown, pale greyand pale yellow grey, medium to high plasticity; gravel is fine to mediumgravel, rounded to angular, with sandstone gravel

GRAVEL WITH CLAY: red brown and orange brown, fine to coarsegravel, with clay, with cobbles

SILTSTONE: pale grey and grey mottled orange and red, soil properties;extremely weathered, extremely low strength


0.50m

1.50m

2.50m

4.10m

5.60m

7.10m

SPT3, 2, 4N*=6

0.95m

SPT4, 7, 12N*=19

1.95m

SPT9, 16, 20N*=36

2.95m

SPT9, 11, 21N*=32

4.55m

SPT6/10mmN=R5.61m

SPT12, 20, 26N*=46

7.55m

3% W

ate

r LO

SS

0% W

ate

r LO

SS

GR

OU

ND

WA

TE

RLE

VE

LS

WA

TE

R

DRILLING MATERIAL

PROGRESS

CLA

SS

IFIC

AT

ION

SY

MB

OL

DR

ILLI

NG

PE

NE

TR

AT

ION

DR

ILLI

NG

& C

AS

ING

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

GR

AP

HIC

LOG

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY




RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B21A 1 OF 3


SHEET : 1 OF 3


B21A








SA

MP

LES

&F

IELD

TE

ST

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RM

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IB 3

2.G

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NO

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G43

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JT 30° Clay IR RF

NW

Cas

ing

HW

EW

HW

NM

LC

0%LOSS

7.55m7.61m

8.00m

CORE LOSS 0.06m (7.55-7.61)

SANDY SILTSTONE / SILTSTONE: brown and orangebrown, occasional clay seams to 100mm


DRILLING


thickness, other


DRILLDEPTH

MATERIAL


20 40 100

300

1000G

RA

PH

ICLO

G

ADDITIONAL DATAD

EP

TH

(m

)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R



Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)



DR

ILLI

NG

& C

AS

ING

NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S

RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B21A 2 OF 3


SHEET : 2 OF 3


B21A








RM

S L

IB 3

2.G

LB L

og R

TA

CO

RE

D D

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G43

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14:5

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-In

JT 50° Clay PR RFJT 50° Fe closed

JT 20° Fe Clay IR RF

DL

JT 10° Fe IR RF

JT 30° Fe IR RF

JT 30° Fe IR RFJT 30° Fe closedJT 20° Fe IR RFJT 15° Fe IR RF

BP 5° Fe IR RF

BP 0° Fe IR RF20° Fe IR RFBP 5° Fe IR RFBP 10° Fe IR RF

BP 10° Fe IR RFBP 5° Fe IR RFDBDLJT 0° Fe IR RFDBBP 0° Fe IR RF

BP 5° Fe IR RF

BP 0° Fe IR RF

BP 0° Fe IR RF

DB

BP 0° Fe IR RFBP 0° Fe IR RF

BP 0° Clay IR RFDL

EW

HW

EW

HW

EW

HW

MWto

HW

MW

MWto

SW

MWto

HW

SWto F

NM

LC

0%LOSS

8.70

0%LOSS

10.25

0%LOSS

11.69

0%LOSS

13.05

8.73m

13.05m

SANDY SILTSTONE / SILTSTONE: brown and orangered brown, occasional clay seams to 100mm,ironstained throughout

SANDY SILTSTONE: dark grey brown and dark grey,fine grained sand, numerous closed joints at 0° - 10°,carbonaceous laminae and veneers throughout

BOREHOLEB21A TERMINATED AT 13.05 m

Is(50)a=0.44MPa

Is(50)d=0.71a=0.84MPa

Is(50)d=0.36a=0.62MPa

Is(50)d=5.39a=7.53MPa

Is(50)d=4.53a=5.8MPa

0% W

ate

r LO

SS

DRILLING


thickness, other


DRILLDEPTH

MATERIAL


20 40 100

300

1000G

RA

PH

ICLO

G

ADDITIONAL DATAD

EP

TH

(m

)

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

FRACTURES

PROGRESS

VIS

UA

L

- Axial - Diametral

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

WA

TE

R



Wea

ther

ing

(CO

RE

LO

SS

RU

N %

)



DR

ILLI

NG

& C

AS

ING

NATURALFRACTURE

(mm)

SA

MP

LES

&F

IELD

TE

ST

S

RIG TYPE : DB515


CONTRACTOR : RMS


HOLE NO :

File: G4372 B21A 3 OF 3


SHEET : 3 OF 3


B21A








RM

S L

IB 3

2.G

LB L

og R

TA

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J <

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> 1

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15:1

3 8.

30.0

02 D

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T T

ool g

INT

Add

-In


Photo 1 of 2


Berry Bypass


Photo 2 of 2


Berry Bypass

focground and berry bypass - home - roads and waterways

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