TEST PIT LOG - Home - Blacktown City · TOPSOIL - brown, slightly gravelly clayey silt topsoil with some vegetation FILLING - brown silty clay filling with fine to coarse gravel and

TOPSOIL - brown, slightly gravelly clayey silt topsoil withsome vegetation

FILLING - brown silty clay filling with fine to coarse graveland sand, humid (possibly natural)

SILTY CLAY - red silty clay with some sand and some finerounded ironstone gravel, humid

SILTY CLAY - light grey mottled orange, silty clay, moist

Pit discontinued at 1.1m - limit of investigation

0.04

0.4

0.7

1.1

RIG: 3.5T mini excavator - 450mm bucket LOGGED: JN

WATER OBSERVATIONS:

REMARKS:

No free groundwater observed

PIT No: 44PROJECT No: 86061.03DATE: 4/8/2017SHEET 1 OF 1

CLIENT:PROJECT:

SURFACE LEVEL: 40.7 AHDEASTING: 301011NORTHING: 6266877

TEST PIT LOG

1

Results &Comments

Sampling & In Situ Testing

Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e

SAMPLING & IN SITU TESTING LEGEND

Townson Road, Colebee

A Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)

Luxeland Development Pty LtdStage 2 - Sandstone Ridge

Cone Penetrometer AS1289.6.3.2

5 10 15 20

Sand Penetrometer AS1289.6.3.3

Dynamic Penetrometer Test(blows per mm)

Depth(m) R

L

1

2

4039

38

D/E

D/E

D/E

0.00.1

0.4

0.5

1.0

1.1

PID=1

PID<1

PID<1

TOPSOIL - brown silty sand topsoil with some clay androotlets, moist

SILTY SAND - brown silty sand with some clay, moist

SILTY CLAY - red mottled grey silty clay, moist


0.12

0.3

0.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3433

32

D/E

D/E

0.00.1

0.4

0.5

PID<1

PID<1

TOPSOIL

SILTY CLAY - brown, low to medium plasticity, silty claywith some fine to medium gravel and rootlets, MC<PL

SILTY CLAY - orange-brown, medium to high plasticity,silty clay with some fine to medium ironstone gravel androotlets, MC~PL

0.8m: becoming red and orange with some ironstonebands

SILTY CLAY - grey, red-brown and orange, medium tohigh plasticity, silty clay with some fine sand, rootlets andfine to medium ironstone gravel and ironstone bands,MC<PL

SHALY CLAY - grey mottled orange, low to mediumplasticity, shaly clay with some ironstone bands, MC<PL

Pit discontinued at 2.3m - practical refusal on ironstone bands

0.05

0.3

1.2

1.9

2.3

RIG: 5T excavator - 450mm bucket LOGGED: MB/CL

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3130

29

E/D

E/D

E/D

E/DD

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.4

1.5

1.9

2.0

2.2

2.3

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

TOPSOIL - brown clayey silt topsoil with some rootletsand gravel

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel and rootlets

CLAYEY SILT - light brown, low to medium plasticity,clayey silt with some fine to medium ironstone gravel,moist

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist

SILTY CLAY - red-brown and grey, medium plasticity, siltyclay with some fine sand, fine to medium ironstone graveland ironstone bands, moist

1.8m: damp

Pit discontinued at 2.2m - practical refusal on ironstone bands

0.05

0.2

0.8

1.3

2.2


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2928

27

E/D

E/D

E/D

E/D

D

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

2.1

2.2

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

TOPSOIL - brown slightly gravelly clayey silt topsoil withsome rootlets

SILTY CLAY - brown, medium plasticity, silty clay withsome fine to medium ironstone gravel and rootlets


0.15

0.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e

*BD1/040817 duplicate sample taken at 0.0-0.1m






5 10 15 20



Depth(m) R

L

1

2

2928

27

E*

E

E

0.00.1

0.2

0.3

0.4

0.5

PID<1

PID<1

PID<1

TOPSOIL - orange-brown, sandy silt with some clay andsome fine rounded ironstone gravel and rootlets, moist

SILTY SAND - red mottled brown, silty sand with someclay and fine rounded ironstone gravel, moist

SILTY CLAY - light grey mottled orange and red silty clay,moist

SANDSTONE - low to medium strength, grey, fine tomedium grained sandstone

Pit discontinued at 0.9m - bucket refusal on at least medium strength sandstone

0.12

0.5

0.8

0.9


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3332

31

D/E

D/E

D/E

D/E

0.00.1

0.2

0.3

0.5

0.6

0.8

0.9

PID<1

PID<1

PID=1

PID<1

TOPSOIL - brown, slightly gravelly clayey silt topsoil withsome rootlets

SILTY SAND - red-brown, silty sand with some clay,rootlets and fine to medium rounded ironstone gravel,moist (possibly filling)

SILTY CLAY - red mottled grey, silty clay with some finerounded ironstone gravel, moist

SILTY CLAY - light grey mottled red silty clay, moist

SHALE - very low strength, light grey shale with some lowstrength iron-cemented bands

Pit discontinued at 1.5m - bucket refusal on low strength shale

0.04

0.2

0.6

1.3

1.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3736

35

D/E

D/E

D/E

D/E

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

PID<1

PID<1

PID<1

PID<1

TOPSOIL/FILLING - brown sandy silt topsoil filling withfine to medium gravel and rootlets, moist

FILLING - brown silty clay filling with fine to coarse gravel,humid

CLAY - grey mottled red clay with some fine ironstonegravel and sand, moist

SILTY CLAY - light grey mottled red, silty clay with somefine rounded ironstone gravel, moist

SHALE - extremely low strength, light grey shale

SHALE - very low strength, grey shale with some lowstrength iron-cemented bands


0.2

0.4

0.9

1.7

2.3

2.4


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3938

37

D/E

D/E

D/E

D/E

D/E

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

2.3

2.4

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

TOPSOIL

SILTY SAND - red mottled brown, silty sand with fine tomedium rounded ironstone gravel and some clay, moist(possibly filling or disturbed)

SILTY CLAY - red mottled light grey, silty clay with somefine rounded ironstone gravel, moist

SILTY CLAY - light grey mottled orange, silty clay, moist

SHALE - extremely low strength, light grey shale

SHALE - very low strength, light grey shale with lowstrength iron-cemented bands

Pit discontinued at 2.0m - bucket refusal on low strength shale

0.06

0.2

0.4

0.9

1.8

2.0


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

4342

41

D/E

D/E

D/E

D

D

D

0.00.1

0.2

0.3

0.4

0.5

1.0

1.1

1.5

1.6

1.9

2.0

PID=1

PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some gravel

CLAYEY SILT - brown, low plasticity, clayey silt with somefine to medium ironstone gravel and roots, moist

SILTY CLAY - orange-brown, medium to high plasticity,silty clay with some fine to medium ironstone gravel, moist

Bore discontinued at 0.5m - limit of investigation

0.03

0.35

0.5

Typ

e

Wat

er

Dep

th

Sam

ple

Description

of

Strata Gra

phic

Log

Results &Comments


1

2

BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Townson Road, Colebee

SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)

BORE No: 53PROJECT No: 86061.03DATE: 8/8/2017SHEET 1 OF 1

DRILLER: Tightsite LOGGED: MB CASING: Uncased


REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:


100mm diameter spiral flight auger

SURFACE LEVEL: 37.6 AHDEASTING: 300817NORTHING: 6266958DIP/AZIMUTH: 90°/--

*BD3/2017088 taken at 0.0-0.1m

1

2

3736

35

Depth(m) R

L

Well

Construction

Details

PID<1

PID<1

PID<1

A/E*

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

TOPSOIL - brown, slightly gravelly clayey silt topsoil withsome rootlets

SILTY CLAY - stiff, brown, low to medium plasticity, siltyclay with some fine to medium ironstone gravel androotlets, moist

SILTY CLAY - very stiff, orange-brown, medium to highplasticity, silty clay with some fine to medium ironstonegravel, moist0.8m: becoming orange-brown and grey

SILTY CLAY - hard, pale grey, medium plasticity, shalyclay with some fine sand and fine to medium ironstonegravel

2.1m: with some medium high strength ironstone bands

Pit discontinued at 2.5m - target depth reached

0.05

0.4

1.35

2.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e

*BD3/040817 duplicate taken at 0.0-0.1m






5 10 15 20



Depth(m) R

L

1

2

3231

30

*E/D

E/D

E/D

E/DD

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.01.051.1

2.0

2.1

2.4

2.5

PID<1

PID<1

PID<1

PID<1

PID<1

pp = 350

PID<1

pp = 500

PID<1

TOPSOIL - brown, clayey silt topsoil with some rootletsand gravel

SILTY CLAY - brown, low to medium plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist

SILTY CLAY - very stiff, brown, low to medium plasticity,silty clay with some fine to medium ironstone gravel androotlets, moist0.8m: becoming orange-brown mottled grey

SILTY CLAY - hard, red-brown and grey, medium to highplasticity, silty clay with some fine sand, fine to mediumironstone gravel, moist


0.1

0.2

1.4

2.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2827

26

E/D

E/D

E/D

D/E

D/E

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

2.4

2.5

PID<1

PID=1

PID<1

PID<1

pp = 300

PID<1

PID<1

pp = 300

PID<1

TOPSOIL - brown, slightly silty gravelly clay topsoil withsome vegetation

SILTY CLAY - stiff to very stiff, brown, medium plasticity,silty clay with some fine to medium ironstone gravel androotlets, moist0.2m: becoming orange-brown


0.07

0.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2928

27

E

E

E

0.00.1

0.2

0.3

0.4

0.5

PID<1

pp = 200PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some rootlets

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel androotlets, moist

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel, moist

Bore discontinued at 0.5m - target depth reached

0.05

0.2

0.5

Typ

e

Wat

er

Dep

th

Sam

ple

Description

of

Strata Gra

phic

Log

Results &Comments


1

2

BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Townson Road, Colebee

SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)

BORE No: 57PROJECT No: 86061.03DATE: 8/8/2017SHEET 1 OF 1

DRILLER: Tightsite LOGGED: MB CASING: Uncased


REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:


100mm diameter spiral flight auger

SURFACE LEVEL: 33.3 AHDEASTING: 300736NORTHING: 6266984DIP/AZIMUTH: 90°/--

1

2

3332

31

Depth(m) R

L

Well

Construction

Details

PID<1

PID=1.5

PID<1

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

TEST PIT LOG - Home - Blacktown City · TOPSOIL - brown, slightly gravelly clayey silt topsoil with some vegetation FILLING - brown silty clay filling with fine to coarse gravel and

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