sheet · 2018. 5. 11. · = uncorrected vane shear (kpa) = pocket penetrometer (kpa) = spt blows...

4
Sup=125 Suv=>237 Suv=161 Sup=100 Sup=50 Sup=75 4/8/11 (N=19) 2/5/7 (N=12) 1/3/4 (N=7) 3/3/4 (N=7) St MD MD St Sup=75 = Bulk Sample SKM 001 SOIL RTA_GEOTECH_2008 REV_04 300409.GPJ SKM_001_2008 05 07_DS.GDT 5/5/09 VS S F St VSt H field tests LABORATORY DATA F Suv Sup N FPM = Uncorrected vane shear (kPa) = Pocket penetrometer (kPa) = SPT blows per 300mm = Field permeability 12/12/08 - 15/12/08 4 ground water Northings: Eastings: RL: depth (m) = Undisturbed Tube Sample push tube 45cm CLAYEY SAND (SC) brown, orange, with clay, fine to medium, trace basalt gravel, fines of low plactisity SILT (ML) grey, organge, occasional medium black basaltic gravel SILTY CLAY (CH) grey, green-grey, brown, trace fine to medium sand CLAYEY SAND (SC) brown, fine to coarse SILIT (MH) brown, pale green-grey, orange, trace fine to medium coarce black basaltic gravel FILL, rock boulders 9 8 F-St 28 SPT no sample two attempts to SPT at 1m, both on boulder, no penetration using tri-cone bit for drilling wash boring 37 23 liquid limit (%) 22.4 25 brown, fine to coarse sand, trace fine black basaltic gravel 50.8 SILT(ML) grey, brown 27 63 60 L 28.3 sample type FIELD DATA ABBREVIATIONS GROUNDWATER SYMBOLS = Shear vane test VL L MD D VD CO = Pocket Penetrometer test consistency/ density 150/100mm 3 Client: Start - Finish Date: Bore dia: RTA Wharf Upgrade Bell Bay PI30328 CONSISTENCY (Su) = Outflow / Inflow soil type, unified classification, colour, structure, particle characteristics, minor components 1 1 2 3 4 5 6 7 8 9 10 MT DRAFT -90 Logged: Checked: Oriented: (very loose) (loose) (medium dense) (dense) (very dense) (compact) Pioneer N m 0 . 6 1 3 6 4 4 5 m u n i m u l A o t n i T o i R 488906.3mE -6.0 field & other tests SOIL DESCRIPTION LABORATORY DATA = Water level (during drilling) < 12 kPa 12 - 25 25 - 50 50 - 100 100 - 200 > 200 kPa FIELD DATA SYMBOLS = Standard Penetration Test (SPT top = start of N blowcount) moisture condition BOREHOLE No. BH17 Darren = SPT Spoon Sample (Pushed) moisture content (%) plasticity index (%) Unconfined Comp. (Natural) Unconfined Comp. (Compacted) Uncons. Undrained Triax. (Natural) Uncons. Undrained Triax. (Compacted) Consolidated Undrained Triaxial with pwp measurement Particle Size Analysis 1D oedometer Test Laboratory Permeability = Water level (static) DENSITY (N-value) percent fines (%) = Disturbed Sample dry density (t/m ) Water COMMENTS FIELD DATA Sheet UQN UQC TQN TQC TRX PSA CS LPM design / test data graphic log drilling method, well construction, water and additional observations Driller: Rig: Surface Conditions: SOIL CONDITION Project: Location: Job No: 0 - 4 4 - 10 10 - 30 30 - 50 50 - 100 >50/150mm of D = Dry M = Moist W = Wet MOISTURE CONDITION (very soft) (soft) (firm) (stiff) (very stiff) (hard)

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Page 1: Sheet · 2018. 5. 11. · = Uncorrected vane shear (kPa) = Pocket penetrometer (kPa) = SPT blows per 300mm = Field permeability 0 - 4 4 - 10 10 - 30 30 - 50 50 - 100 >50/150mm c s

Sup=125

Suv=>237Suv=161

Sup=100

Sup=50

Sup=75

4/8/11(N=19)

2/5/7(N=12)

1/3/4(N=7)

3/3/4(N=7)

St

MD

MD

St

Sup=75

= Bulk Sample

SK

M 0

01 S

OIL

RTA

_GE

OTE

CH

_200

8 R

EV

_04

3004

09.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

5/5

/09

VSSFStVStH

field

test

s

LABORATORY DATA

F

SuvSupNFPM

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

12/12/08 - 15/12/08

4

grou

nd w

ater

Northings:Eastings:RL:

dept

h (m

)

= Undisturbed Tube Sample

push tube 45cm

CLAYEY SAND (SC)brown, orange, with clay, fine to medium, tracebasalt gravel, fines of low plactisity

SILT (ML)grey, organge, occasional medium black basalticgravel

SILTY CLAY (CH)grey, green-grey, brown, trace fine to medium sand

CLAYEY SAND (SC)brown, fine to coarse

SILIT (MH)brown, pale green-grey, orange, trace fine tomedium coarce black basaltic gravel

FILL, rock boulders

9

8

F-St

28

SPT no sample

two attempts to SPT at1m, both on boulder,no penetrationusing tri-cone bit fordrilling

wash boring

37

23

liqui

d lim

it(%

)

22.4

25

brown, fine to coarse sand, trace fine black basalticgravel

50.8

SILT(ML)grey, brown

27

63

60

L

28.3

sam

ple

type

FIELD DATA ABBREVIATIONS

GROUNDWATER SYMBOLS

= Shear vane test VLLMDDVDCO

= Pocket Penetrometer test

cons

iste

ncy/

dens

ity

150/100mm

3Client:Start - Finish Date:Bore dia:

RTA Wharf UpgradeBell BayPI30328

CONSISTENCY (Su)

= Outflow / Inflow

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

1

1

2

3

4

5

6

7

8

9

10

MTDRAFT-90

Logged:Checked:Oriented:

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

PioneerNm0.6136445munimulA otniT oiR

488906.3mE-6.0

field

& o

ther

test

s

SOIL DESCRIPTION

LABORATORY DATA

= Water level (during drilling)

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

FIELD DATA SYMBOLS

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

moi

stur

eco

nditi

on

BOREHOLE No. BH17

Darren

= SPT Spoon Sample (Pushed)

moi

stur

e co

nten

t(%

)

plas

ticity

inde

x(%

)

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

= Water level (static)

DENSITY (N-value)

perc

ent f

ines

(%)

= Disturbed Sample

dry

dens

ity(t/

m )

Water

COMMENTSFIELD DATA

Sheet

UQNUQCTQNTQCTRX

PSACSLPM

desi

gn /

test

data

grap

hic

log drilling method, well

construction, waterand additionalobservations

Driller:Rig:Surface Conditions:

SOILCONDITION

Project:Location:Job No:

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

of

D = Dry M = Moist W = WetMOISTURE CONDITION

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

Page 2: Sheet · 2018. 5. 11. · = Uncorrected vane shear (kPa) = Pocket penetrometer (kPa) = SPT blows per 300mm = Field permeability 0 - 4 4 - 10 10 - 30 30 - 50 50 - 100 >50/150mm c s

2/3/8(N=11)

Suv=24Suv=14

Sup=225

0/3/6(N=9)

2/4/7(N=11)

VL

St/L

F

St

St

St

St

St

3/5/8(N=13)

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

liqui

d lim

it(%

)

VSSFStVStH

SK

M 0

01 S

OIL

RTA

_GE

OTE

CH

_200

8 R

EV

_04

3004

09.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

5/5

/09

= Undisturbed Tube Sample

LABORATORY DATA

Suv=>237

SuvSupNFPM

field

test

s

12/12/08 - 15/12/08

4

grou

nd w

ater

Northings:Eastings:RL:

dept

h (m

)

= Bulk Sample

Gs=2.65

SANDY SILT (ML)grey, with fine sand, trace fine gravel, trace clayeybands

CLAYEY SAND (SC)grey, pale brown, fine to medium sand, fines ofmedium plactisity

SILT(ML)grey, brown (continued)

1.28

1.38

UQNSu=289

31

19L

push tube 45cm

SILT(ML)grey, trace black, with clay

push tube 45cm

change in drilling rate

38.9

31.2

64

42 34.5

SILT(ML)grey-brown, orange, trace thin different colourbands

SILTY CLAY (CL)dark grey

SILTY SAND (SM)brown, fine to coarse sand

SANDY SILT(ML)/SILTY SAND (SM)brown, organge, with fine to medium black basalticgravel as a band

SILTY CLAY (CH)dark grey-brown

CONSISTENCY (Su)

cons

iste

ncy/

dens

ity

sam

ple

type

FIELD DATA ABBREVIATIONS

GROUNDWATER SYMBOLS

= Shear vane test

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

moi

stur

eco

nditi

on

150/100mm

3Client:Start - Finish Date:Bore dia:

Darren

= Pocket Penetrometer test

11

12

13

14

15

16

17

18

19

20

MTDRAFT-90

Logged:Checked:Oriented:

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

Pioneer

FIELD DATA SYMBOLS

Rio Tinto Aluminum

2

VLLMDDVDCO

field

& o

ther

test

s

SOIL DESCRIPTION

LABORATORY DATA

= Water level (during drilling)

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

5446316.0mN488906.3mE-6.0

= Water level (static)

BOREHOLE No. BH17

Water

RTA Wharf UpgradeBell BayPI30328

moi

stur

e co

nten

t(%

)

= Disturbed Sample

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

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

UQNUQCTQNTQCTRX

PSACSLPM

DENSITY (N-value)

perc

ent f

ines

(%)

= Outflow / Inflow

dry

dens

ity(t/

m )

COMMENTSFIELD DATA

Sheet

= SPT Spoon Sample (Pushed)

plas

ticity

inde

x(%

)

D = Dry M = Moist W = Wet

grap

hic

log

desi

gn /

test

data

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

MOISTURE CONDITION

drilling method, wellconstruction, water

and additionalobservations

of

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

Project:Location:Job No:

SOILCONDITION

Driller:Rig:Surface Conditions:

Page 3: Sheet · 2018. 5. 11. · = Uncorrected vane shear (kPa) = Pocket penetrometer (kPa) = SPT blows per 300mm = Field permeability 0 - 4 4 - 10 10 - 30 30 - 50 50 - 100 >50/150mm c s

20.6

SAND (SP)brown, trace basaltic gravel

VSt

VL

L

L

1/1/5(N=6)

0/0/1(N=1)

18 13.4

SILT (ML)dark gray, with clay, trace fine sand

sam

ple

type

SuvSupNFPM

Rio Tinto Aluminum12/12/08 - 15/12/08

4

grou

nd w

ater

Northings:Eastings:RL:

0/0/1(N=1)

dept

h (m

)

with orange-brown thin layer bands

field

test

s

0/0/1(N=1)

SOIL DESCRIPTION

SILTY SAND (SM)brown

FIELD DATA SYMBOLS

5446316.0mN488906.3mE-6.0

3

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

Logged:Checked:Oriented:

LABORATORY DATA

= Water level (during drilling)

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

VLLMDDVDCO

field

& o

ther

test

s

gray, brown bands, fine to coarse sand, with finegravel, fines of low plasticity

SILTY SAND (SM)brown, fine to coarse sand (continued)

3

change in size ofdrilling

change in drilling rate

SPT 2.2m abovedepth, sand boiling, nosample

SPT 25cm abovedepth, sand boiling

Pioneer

SPT 9cm above depth

= Bulk Sample

SK

M 0

01 S

OIL

RTA

_GE

OTE

CH

_200

8 R

EV

_04

3004

09.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

5/5

/09

21

22

23

24

25

26

27

28

29

30

MTDRAFT-90

Gs=2.65

dry

dens

ity(t/

m )

LABORATORY DATA

Water

COMMENTSFIELD DATA

Sheet

D = Dry M = Moist W = Wet

drilling method, wellconstruction, water

and additionalobservations

Driller:Rig:Surface Conditions:

SOILCONDITION

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

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

cons

iste

ncy/

dens

ity

FIELD DATA ABBREVIATIONS

GROUNDWATER SYMBOLS

= Shear vane test

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

moi

stur

eco

nditi

on

of

150/100mm

3Client:Start - Finish Date:Bore dia:

RTA Wharf UpgradeBell BayPI30328

Darren

= Pocket Penetrometer test

DENSITY (N-value)

perc

ent f

ines

(%)

Project:Location:Job No:

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

liqui

d lim

it(%

)

VSSFStVStH

CONSISTENCY (Su)

= Undisturbed Tube Sample

= Outflow / Inflow

= SPT Spoon Sample (Pushed)

MOISTURE CONDITION

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

desi

gn /

test

data

plas

ticity

inde

x(%

)

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

BOREHOLE No. BH17

UQNUQCTQNTQCTRX

PSACSLPM

= Water level (static)

moi

stur

e co

nten

t(%

)

= Disturbed Sample

grap

hic

log

Page 4: Sheet · 2018. 5. 11. · = Uncorrected vane shear (kPa) = Pocket penetrometer (kPa) = SPT blows per 300mm = Field permeability 0 - 4 4 - 10 10 - 30 30 - 50 50 - 100 >50/150mm c s

Gs=2.61271.33

SILT (ML)dark gray, with clay, trace fine sand (continued)

with thin layer different colour bands

CLAY (CH)dark gray, dark brown, with fine to coarse sand

Borehole terminated in SILTY CLAY at 34.65m

73.15637.4

VSt

VSt

5/9/16(N=25)

6/11/15(N=26)

field

test

s

dept

h (m

)

Northings:Eastings:RL:

grou

nd w

ater

4

12/12/08 - 15/12/08

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

SuvSupNFPM

= Bulk Sample

LABORATORY DATA

= Undisturbed Tube Sample

CONSISTENCY (Su)VSSFStVStH

liqui

d lim

it(%

)

= Outflow / Inflow

perc

ent f

ines

(%)

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. BH17

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

dry

dens

ity(t/

m )

Sheet

STNEMMOCATAD DLEIF

Water

moi

stur

eco

nditi

on

DarrenRTA Wharf UpgradeBell BayPI30328

Client:Start - Finish Date:Bore dia:

3

150/100mm

cons

iste

ncy/

dens

ity

= Pocket Penetrometer test

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

= Shear vane test

GROUNDWATER SYMBOLS

FIELD DATA ABBREVIATIONS

sam

ple

type

Rio Tinto Aluminum

VLLMDDVDCO

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

= Water level (during drilling)

LABORATORY DATA

SOIL DESCRIPTION

field

& o

ther

test

s

4

5446316.0mN488906.3mE-4.5

FIELD DATA SYMBOLS

Pioneer

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

Logged:Checked:Oriented:

MTDRAFT-90

31

32

33

34

35

36

37

38

39

40

SK

M 0

01 S

OIL

RTA

_GE

OTE

CH

_200

8 R

EV

FIN

AL

MT

0903

30.G

PJ

SK

M_0

01_2

008

05 0

7_D

S.G

DT

30/

3/09