Appendix E East Front Road In-situ and Laboratory Data · PDF fileGeotechnical Investigation...

Study into River Bank Collapsing for Lower River Murray Geotechnical Investigation Report

SINCLAIR KNIGHT MERZ

VW04794_MurrayRiverbank_Geotech_RevE_FINAL_20100217.docx

Appendix E East Front Road In-situ and Laboratory Data

Table of Contents

Site and Investigation Location Plan Page E-1

Longitudinal Sections Page E-2

Borehole Logs Page E-3

CPTu Test Results Page E-6

Laboratory Test Certificates Page E-8

App

endi

xE

PA

GE

E-1

App

endi

xE

PA

GE

E-2

(7,5,6)(N=11)

MD

MD

F

Hollow Stem Augering150mm diameter

Small sample recovered

Too hard to augerthrough

FILL: Clayey Gravel: (GC) / Silty GRAVEL: (GM)brown, fine to coarse grained

FILL: Silty SAND: (SM)brown, fine to coarse grained sand, with fine tocoarse gravel

Silty CLAY: (CH)dark brown-black, with some shells, with roots, withorganic matter

Borehole terminated at 2.0m, refusal on rock

D

D-M

Sheet

= Pocket Penetrometer test

soil type, unified classification, colour, structure,particle characteristics, minor components

= Shear vane test

GROUNDWATER SYMBOLS

FIELD DATA ABBREVIATIONS

sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)

Northings:Eastings:RL:

grou

nd w

ater

1

27/10 - 27/10/09

= Uncorrected vane shear (kPa)= Pocket penetrometer (kPa)= SPT blows per 300mm= Field permeability

SuvSupNFPM

LABORATORY DATA

= Undisturbed Tube Sample

DENSITY (N-value)

= Water level (static)

= Standard Penetration Test(SPT top = start of N blowcount)

= Disturbed Sample

moi

stur

e co

nten

t(%

)

= SPT Spoon Sample (Pushed)

UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. EF-BH1

Unconfined Comp. (Natural)Unconfined Comp. (Compacted)Uncons. Undrained Triax. (Natural)Uncons. Undrained Triax. (Compacted)Consolidated Undrained Triaxialwith pwp measurementParticle Size Analysis1D oedometer TestLaboratory Permeability

plas

ticity

inde

x(%

)

desi

gn /

test

data

(very soft)(soft)(firm)(stiff)(very stiff)(hard)

MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm

Project:Location:Job No:

SOILCONDITION

Driller:Rig:Surface Conditions:

drilling method, wellconstruction, water

and additionalobservations

D = Dry M = Moist W = Wet= Environmental Sample

dry

dens

ity(t/

m )

CONSISTENCY (Su)VSSFStVStH

liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)

= Water level (during drilling)

LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

1

6137674.0mN349560.0mE3.6mAHD

FIELD DATA SYMBOLS

MK5/2 Drill rig

(very loose)(loose)(medium dense)(dense)(very dense)(compact)

Logged:Checked:Oriented:

MTRT-90

3

2

1

0

-1

-2

-3

-4

-5

-6

FIELD DATA COMMENTS

Road base

moi

stur

eco

nditi

on

Drilling Solution

1

2

3

4

5

6

7

8

9

10

Lwr Murray Riverbank CollapseEast Front RdVW04794.1

Client:Start - Finish Date:Bore dia:

3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix E PAGE E-3

17

17

46

33

(3,6,7)(N=13)

(12+,-,-)(N>50)

(8,24,16)(N=40)

MD

St

MD

VSt /VD

D

Sup=>225


50mm of samplerecovered in SPT


Very soft silt band inlast 50mm of SPT

ASPHALTFILL: Silty GRAVEL: (GM) / Silty SAND: (SM)orange-brown, fine to coarse grained sand, fine tocoarse grained gravelslight brown, increase in coarse gravel, with clay

blackFILL: Silty SAND: (SM)light brown, fine grained sand, with some fine tocoarse grained, sub-rounded to sub-angular gravelsFILL: Silty CLAY: (CH)black, with shells

FILL: Clayey GRAVEL: (GC)light grey, fine to coarse grained, angular gravel

FILL: Clayey SAND: (SC)grey, with trace of fine to medium grained gravelFILL: Clayey GRAVEL: (GC)grey, fine to coarse grained, angular gravelFILL: Clayey SAND: (SP)grey, compacted sand, gravel sizedFILL: Sandy CLAY: (CH) / Clayey SAND: (SC)orange-brown, with trace of gravels

FILL: Clayey SAND: (SC) / Silty SAND: (SM)orange-brown, grey, with gravel

FILL: Silty GRAVEL: (GM) / Clayey GRAVEL: (GC)brown, fine grained gravel, with coarse grained sand

Borehole terminated at 6.2m, refusal on rock

D-M

M-W

W

32

22

20

15

22

13

Sheet



= Shear vane test

GROUNDWATER SYMBOLS


sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)


grou

nd w

ater

1

27/10 - 27/10/09


SuvSupNFPM

LABORATORY DATA


DENSITY (N-value)



= Disturbed Sample

moi

stur

e co

nten

t(%

)


UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. EF-BH2


plas

ticity

inde

x(%

)

desi

gn /

test

data


MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm


SOILCONDITION





dry

dens

ity(t/

m )


liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)


LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

1

6137684.0mN349575.0mE3.7mAHD

FIELD DATA SYMBOLS

MK5/2 Drill rig



MTRT-90

3

2

1

0

-1

-2

-3

-4

-5

-6

FIELD DATA COMMENTS

Asphalt

moi

stur

eco

nditi

on

Drilling Solution

1

2

3

4

5

6

7

8

9

10



3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix E PAGE E-4

2

15

14

19

42

38

23

37

63

33

71

61

(4,7,7)(N=14)

(4,2,3)(N=5)

(1,1,2)(N=3)

(0,0,0)(N=0)

(7+,-,-)(N>50)

MD

L / S

S

VS

D

Sup=110



Pocket penetrometertest attempted

No sample recoveredfrom SPT

Suv=29Sur=11

FILL: Clayey GRAVEL: (GC) / Silty GRAVEL: (GM)orange-brown, fine to coarse grained gravel, with fineto coarse grained sand

decrease in gravel contentFILL: SAND: (SP) / Clayey SAND: (SC)orange-brown, fine grained sand, with fine to coarsegrained gravel

FILL: Silty SAND: (SM) / Sandy SILT: (MH)light brown, fine grained sand, with coarse grainedgravel

with claySilty CLAY: (CH)dark grey, with shells

Silty CLAY: (CH)dark grey-black

light grey, with some orange veins, with roots, withorganic matter

dark green-grey

with yellow leaves, with organic matter

with mottled white

Clayey SAND: (SC)dark green-grey, fine to coarse grained sand, trace offine grained gravel

Borehole terminated at 7.45m

M

W

23

21

99

20

17

27

15

26

63

79

61

59

Sheet



= Shear vane test

GROUNDWATER SYMBOLS


sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)


grou

nd w

ater

1

27/10 - 27/10/09


SuvSupNFPM

LABORATORY DATA


DENSITY (N-value)



= Disturbed Sample

moi

stur

e co

nten

t(%

)


UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. EF-BH3


plas

ticity

inde

x(%

)

desi

gn /

test

data


MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm


SOILCONDITION





dry

dens

ity(t/

m )


liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)


LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

1

6137768.0mN349763.0mE3.1mAHD

FIELD DATA SYMBOLS

MK5/2 Drill rig



MTRT-90

3

2

1

0

-1

-2

-3

-4

-5

-6

FIELD DATA COMMENTS

Road base

moi

stur

eco

nditi

on

Drilling Solution

1

2

3

4

5

6

7

8

9

10



3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix E PAGE E-5

EngTestCONE PENETRATION TEST

Page 1 of 2

Client: Sinclair Knight MerzJob Details: Murray Riverbank Geotechnical Investigations

Test Location: East Front Road CPT1Surface RL: NA Date: 28/10/2009

Test terminated at 8.9 m. Refusal.

Cone Tip Resistance, q (MPa)c0 10 20

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Sleeve Friction, f (kPa)s0 50 100 150 200 250

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Friction Ratio, F (%)R0 10 20 30

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Appendix E PAGE E-6


Page 2 of 2


Test Location: East Front Road CPT1Surface RL: NA Date: 28/10/2009



0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Pore Water Pressure, u (kPa)0 50 100 150 200 250

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Appendix E PAGE E-7

Appendix E PAGE E-8

Appendix E PAGE E-9

Appendix E PAGE E-10




Appendix F Swan Reach In-situ and Laboratory Data

Table of Contents

Site and Investigation Location Plan Page F-1

Longitudinal Sections Page F-2

Borehole Logs Page F-3

CPTu Test Results Page F-4

Laboratory Test Certificates Page F-10

App

endi

xF

PA

GE

F-1

App

endi

xF

PA

GE

F-2

5

11

38

60

38

49

15

23

28

58

80

67

77

28

MD

F

F

S

VS

MD

Sup=130

Solid Flight Augering100mm diameter

Difficult to drill

FILL: Clayey GRAVEL: (GC)pale grey-brown, coarse grainedFILL: Clayey GRAVEL: (GC) / Clayey SAND: (SC)brown, fine to coarse grained, subangular to angulargravel, fine grained sand

increase in rounded gravels, with very fine sand

FILL : Sandy CLAY: (CL)dark grey-black, with shells, with roots, with organicmatter

Silty CLAY: (CH)dark grey-black, with shells, with roots, with organicmatter

dark black

dark grey-black

dark grey, with leaves and roots, with organic matter

black, mottled orange-brown, increase in roots andleaves

dark grey, increase in yellow leaves, with organicmatter

with fine sand

SAND: (SW)dark grey, green-grey, fine to coarse grained sandBorehole terminated at 8.1m

D

D-M

M

W

21

54

91

55

5

10

21

27

42

86

52

Sheet



= Shear vane test

GROUNDWATER SYMBOLS


sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)


grou

nd w

ater

1

04/11 - 04/11/09


SuvSupNFPM

LABORATORY DATA


DENSITY (N-value)



= Disturbed Sample

moi

stur

e co

nten

t(%

)


UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. SW-BH1


plas

ticity

inde

x(%

)

desi

gn /

test

data


MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm


SOILCONDITION





dry

dens

ity(t/

m )


liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)


LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

1

6174658.0mN371658.0mE4.5mAHD

FIELD DATA SYMBOLS

4X4 truck mounted



MTRT-90

4

3

2

1

0

-1

-2

-3

-4

-5

FIELD DATA COMMENTS

Gravel

moi

stur

eco

nditi

on

Drilling Solution

1

2

3

4

5

6

7

8

9

10

Lwr Murray Riverbank CollapseSwan ReachVW04794.1


3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix F PAGE F-3


Page 1 of 2


Test Location: Swan Reach CPT1Surface RL: NA Date: 4/11/2009

Test terminated at 9.2 m. Refusal. Relief drill 7.77-8.1m.


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Friction Ratio, F (%)R0 5 10

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Appendix F PAGE F-4


Page 2 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Appendix F PAGE F-5


Page 1 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Appendix F PAGE F-6


Page 2 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Appendix F PAGE F-7


Page 1 of 2





0.0

1.0

2.0

3.0

4.0


0.0

1.0

2.0

3.0

4.0

Friction Ratio, F (%)R0 5 10

0.0

1.0

2.0

3.0

4.0

Appendix F PAGE F-8


Page 2 of 2





0.0

1.0

2.0

3.0

4.0


0.0

1.0

2.0

3.0

4.0

Appendix F PAGE F-9

Appendix F PAGE F-10




Appendix G Walker Flat In-situ and Laboratory Data

Table of Contents

Site and Investigation Location Plan Page G-1

Longitudinal Sections Page G-2

Borehole Logs Page G-3

CPTu Test Results Page G-5

Laboratory Test Certificates Page G-13

App

endi

xG

PA

GE

G-1

App

endi

xG

PA

GE

G-2

11

15

40

50

34

37

25

32

57

69

55

56

MD

F

F

VS

Solid Flight Augering100mm diameter

FILL: Clayey GRAVEL: (GC)brown, fine to coarse grained, round and angulargravel, with very fine grained sand

with Sandstone cobbles and pebbles

Sandy CLAY (CL)green-grey

Silty CLAY (CH)dark green-grey, black

dark grey

with leaves and roots, with organic matter

dark grey-black, mottled yellow, increase in leaves,with organic matter

with yellow leaves, with organic matter

mottled black

green-grey, with sand and silt lenses

increase in brown leaves, with organic matter

D

D-M

M

W

23

59

96

6

15

25

39

35

42

Sheet



= Shear vane test

GROUNDWATER SYMBOLS


sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)


grou

nd w

ater

2

04/11 - 04/11/09


SuvSupNFPM

LABORATORY DATA


DENSITY (N-value)



= Disturbed Sample

moi

stur

e co

nten

t(%

)


UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. WF-BH1


plas

ticity

inde

x(%

)

desi

gn /

test

data


MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm


SOILCONDITION





dry

dens

ity(t/

m )


liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)


LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

1

6153645.0mN367898.0mE3.4mAHD

FIELD DATA SYMBOLS

4X4 truck mounted



MTRT-90

3

2

1

0

-1

-2

-3

-4

-5

-6

FIELD DATA COMMENTS

Dirt

moi

stur

eco

nditi

on

Drilling Solution

1

2

3

4

5

6

7

8

9

10

Lwr Murray Riverbank CollapseWalker FlatVW04794.1


3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix G PAGE G-3

522

VS

F /MD

Silty CLAY (CH)dark green-grey, black (continued)increase in sand content

Sandy CLAY: (CH) / Clayey SAND: (SC)green-grey, fine grained sand

Borehole terminated at 11.5m

W

2725

Sheet



= Shear vane test

GROUNDWATER SYMBOLS


sam

ple

type

DWLBC

VLLMDDVDCO

< 12 kPa12 - 2525 - 5050 - 100100 - 200> 200 kPa

dept

h (m

)


grou

nd w

ater

2

04/11 - 04/11/09


SuvSupNFPM

LABORATORY DATA


DENSITY (N-value)



= Disturbed Sample

moi

stur

e co

nten

t(%

)


UQNUQCTQNTQCTRX

PSACSLPM

BOREHOLE No. WF-BH1


plas

ticity

inde

x(%

)

desi

gn /

test

data


MOISTURE CONDITION

grap

hic

log

of

0 - 44 - 1010 - 3030 - 5050 - 100>50/150mm


SOILCONDITION





dry

dens

ity(t/

m )


liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)


LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

2

6153645.0mN367898.0mE3.4mAHD

FIELD DATA SYMBOLS

4X4 truck mounted



MTRT-90

-7

-8

-9

-10

-11

-12

-13

-14

-15

-16

FIELD DATA COMMENTS

Dirt

moi

stur

eco

nditi

on

Drilling Solution

11

12

13

14

15

16

17

18

19

20

Lwr Murray Riverbank CollapseWalker FlatVW04794.1


3

100mm

cons

iste

ncy/

dens

ity

elev

atio

n (m

AH

D)

SK

M 0

01 S

OIL

ELV

- M

C0

LO

WE

R M

UR

RA

Y.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

14/

12/0

9

Appendix G PAGE G-4


Page 1 of 2


Test Location: Walker Flat CPT1Surface RL: NA Date: 4/11/2009



0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

Appendix G PAGE G-5


Page 2 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

Appendix G PAGE G-6


Page 1 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

Appendix G PAGE G-7


Page 2 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

Appendix G PAGE G-8

Wal

ker F

lat C

PTu2

Dis

sipa

tion

test

@ 1

1.1

m d

epth

050100

150

200

250

300

350 0.

11

1010

0

Tim

e (M

ins)

Pore Pressure (kPa)

App

endi

xG

PA

GE

G-9


Page 1 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

Appendix G PAGE G-10


Page 2 of 2





0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


Wal

ker F

lat C

PTu3

Dis

sipa

tion

test

@ 1

0.0

m d

epth

020406080100

120

140 0.

11

1010

0

Tim

e (M

ins)

Pore Pressure (kPa)

App

endi

xG

PA

GE

G-1

2

Appendix E East Front Road In-situ and Laboratory Data · PDF fileGeotechnical Investigation...

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Transcript of Appendix E East Front Road In-situ and Laboratory Data · PDF fileGeotechnical Investigation...