excavation - geological log pit no
TRANSCRIPT
M
D
St
VD
0.15m
0.80m
2.10m
SILTY CLAYPale grey, low plastcity, with some gravel, sand and rootlets(Topsoil)
SILTY CLAYPale grey, predominanlty mottled orange and red, high plasticity clay,traces of gravel(Colluvium)
SILTSTONELight grey and light brown, fine grained, extremely weathered, very lowstrength, occasional boulder size fragments being recovered by bucket(Recovered as gravel)
GPTP01 terminated due to excavator refusal at 2.1mNote: Sample between 1.3 - 1.5m produced coarse to fine gravel withsome sand and silt/clay. Fines from excavator bucket
CL
CH
D-ES
0.50m
B-x2
1.50m
0.40m
1.30m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP01 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP01
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 21 (Approximate) (AHD)POSITION : E: 505538.600, N: 6710626.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
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PJ
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KM
1.0
1.2
2013
-10-
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rj: S
KM
1.0
1.1
2013
-10-
16
*TP01 2nd photo is missing.
Scale: NA Title: GPTP01, 2.1 m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.25m
1.90m
2.50m
SILT CLAYPale grey, low plastcity, with some gravel, sand and rootlets(Topsoil)
SILT CLAYGrey, mottled light brown, high plasticity(Mainly colluvium)
Becoming grey, mottled red and light brown with occasional fine gravel
GRAVELLY CLAYPale grey, high plasticity, fine and medium, sub angular and angulargravel fragments
Increasing in reddish colour, trace organics
(Mainly colluvium possibly grading to residual soils with depth)
GPTP02 terminated at Target Depth, difficult digging condition
CL
CH
CH
0.20: HP In-situ >600 kPa
0.60: HP In-situ >600 kPa
1.00: HP In-situ =270 kPa
1.40: HP In-situ =510 kPa
D-ES
0.60m
D-ES
1.50m
0.50m
1.40m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP02 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP02
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 23 (Approximate) (AHD)POSITION : E: 506176.000, N: 6710545.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
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003
Dat
gel L
ab a
nd In
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Too
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| Li
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KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
>>
>>
Scale: NA Title: GPTP02, 2.5m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
H
0.25m
1.20m
1.90m
SILTY CLAYGrey, low plasticity, traces of sand and gravel, with rootlets(Topsoil)
SILTY CLAYLight brown and reddish, high plasticity(Residual soil? or colluvium)
WEATHERED AND FRACTURED BASALT BEDROCK?Grey, fine to coarse grained, moderately weathered, medium to highstrength, intermixed with yellow clay, recovered as gravel.
GPTP03 terminated due to bucket refusal
CL
CH
0.25: HP In-situ >600 kPa
0.60: HP In-situ =420 kPa
1.00: HP In-situ =420 kPa
D-ES
0.50m
B
1.00m
0.30m
0.80m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP03 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP03
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 26 (Approximate) (AHD)POSITION :
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
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003
Dat
gel L
ab a
nd In
Situ
Too
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GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
Scale: NA Title: GPTP03, 1.9m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.40m
2.40m
SILTY SANDPale grey, fine and medium sand, with low plasticiy fines and roundedgravel(Topsoil)
SILTY CLAYLight brown mottled orange-brown, high plasticity(Colluvium)
Becoming light grey brown mottled orange brown, high plasticity
GPTP04 terminated at 2.4 m.
SM
CH
0.50: HP In-situ >600 kPa
1.00: HP In-situ =280 kPa
1.40: HP In-situ =220 kPa
D-ES
0.50m
D-ES
1.60m
0.40m
1.50m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP04 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP04
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 14 (Approximate) (AHD)POSITION : E: 505626.100, N: 6710324.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
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>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
Scale: NA Title: GPTP04, 2.4m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.30m
1.80m
2.50m
SILTY CLAYPale grey, low plasticity fines, with gravel and rootlets.(Topsoil)
SILTY CLAYLight brown, medium to high plasticity(Mainly colluvium)
WEATHERED SILTSTONE BEDROCKLight brown, fine grained, extremely weathered rock, residual soil strength(Recovered as gravel)
GPTP05 terminated at 2.5m
CL
CI-CH
0.60: HP In-situ =480 kPa
0.80: HP In-situ =330 kPa
1.10: HP In-situ =390 kPa
1.40: HP In-situ =540 kPa
D-ES
0.50m
B
2.00m
0.30m
1.80m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP05 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP05
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 22 (Approximate) (AHD)POSITION : E: 505965.400, N: 6710279.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
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>>
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016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
*TP05 2nd pic missing.
Scale: NA Title: GPTP05, 2.5m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.15m
0.90m
2.40m
SILTY SANDPale grey, fine and medium sand, with low plasticiy fines and roundedgravel(Topsoil)
SILTY CLAYPale grey brown, mottled orange-brown, low plasticity fines, with somesand(Mainly colluvium)
CLAYEY GRAVEL AND GRAVELLY CLAY MIXTURESPale grey and red-brown, fine to coarse gravel, rounded andsub-rounded, low plasticity fines
- Occassional coarse basalt gravel fragments
GPTP06 terminated due to refusal on gravel possible weathered bedrock
SM
CL
0.20: HP In-situ >600 kPa
0.60: HP In-situ >600 kPa
1.40: HP In-situ =360 kPa
D-ES
0.60m
B
1.20m
D-ES
1.60m
0.50m
1.00m
1.50m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP06 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP06
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 17 (Approximate) (AHD)POSITION : E: 506318.900, N: 6710253.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
>>
Scale: NA Title: GPTP06, 2.4m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.40m
1.40m
2.20m
SILTY CLAYPale grey, low plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYOrange-brown, low to medium plasticity, traces of sand and rootlets to0.6m(Colluvium soil)
WEATHERED SANDSTONE BEDROCKOrange-brown, fine and medium grained, extremely weathered, extremelylow strength rock(Recovered as a sandy gravel)
GPTP07 terminated due to bucket refusal
CL
CL-CI
0.50: HP In-situ =580 kPa
1.00: HP In-situ =480 kPa
1.40: HP In-situ =470 kPa
D-ES
0.60m
B
1.50m
D-ES
1.60m
B
1.80m
0.50m
1.30m
1.50m
1.60m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP07 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP07
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 18 (Approximate) (AHD)POSITION : E: 505580.700, N: 6709921.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
Scale: NA Title: GPTP07, 2.2m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.40m
1.10m
1.90m
2.10m
SILTY CLAYPale grey, low to medium plasticity fines, with fine and medium sand androotlets(Topsoil)
SILTY CLAYDark brown, lightly mottled orange-brown, high plasticity fines, traces ofblack gravel fragments(Mainly colluvium soil)
GRAVELLY SILTY CLAYDark brown, mottled orange brown, high plasticity clay, red, sub angularand angular gravel, traces of charcoal(Residual soil)
WEATHERED SILTSTONE BEDROCKLight brown yellowish, fine grained, highly weathered, low strength
GPTP08 terminated at 2.1 m due to refusal.
CL-CI
CH
CH
0.20: HP In-situ >600 kPa
0.60: HP In-situ >600 kPa
1.00: HP In-situ =360 kPa
1.40: HP In-situ =360 kPa
D-ES
0.60m
D-ES
1.30m
B-x2
1.50m
D-ES
1.90m
0.50m
1.20m
1.30m
1.80m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP08 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP08
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 21 (Approximate) (AHD)POSITION : E: 505935.600, N: 6709868.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
>>
Scale: NA Title: GPTP08, 2.1m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.20m
0.80m
1.60m
SILTY CLAYPale grey, low plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYLight brown, mottled orange-brown, high plasticity fines(Mainly colluvium)
WEATHERED SANDSTONE BEDROCKLight brown, fine to coarse grained, extremely weathered, extremely lowto low strength, with some clay
GPTP09 terminated due to slow excavation
Note: Sample recovered between 1.1 - 1.3m produced coarse to finegravel with some sand and silt and clay fines from excavator bucket
CL
CH
0.40: HP In-situ >600 kPa
1.10: HP In-situ >600 kPa
D-ES
0.60m
B
1.30m
0.50m
1.10m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/10/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP09 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP09
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 25 (Approximate) (AHD)POSITION : E: 506280.100, N: 6709826.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
>>
Scale: NA Title: GPTP09, 1.6m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.30m
1.70m
2.10m
2.40m
SILTY CLAYPale grey, high plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYGrey and mottled orange-brown, medium to high plasticity, traces of redclay(Mainly colluvium)
Becoming white-greyish
GRAVELLY CLAYRed-brown, low plasticity fines, fine to coarse, sub angular and angulargravel
WEATHERED SILTSTONE BEDROCKPale grey, fine grained, extremely weathered, very low strength(Recovered as a gravel)
GPTP10 terminated at 2.4 m
CH
CI-CH
CL
0.35: HP In-situ =140 kPa
0.60: HP In-situ =520 kPa
1.10: HP In-situ =240 kPa
D-ES
0.70m
B
1.30m
D-ES
1.60m
0.60m
1.10m
1.50m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP10 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP10
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 16 (Approximate) (AHD)POSITION : E: 505768.400, N: 6709293.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
Scale: NA Title: GPTP10, 2.4m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
M
D
VSt - H
0.30m
1.40m
1.80m
SILTY CLAYPale grey, low plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYLight brown, medium to high plasticiy, with pockets of charcoal(Colluvium)
WEATHERED SANDSTONE BEDROCKPale grey, fine and medium grained, with medium plasticity fines(Recovered as fines and gravelly fragments)
GPTP11 terminated due to refusal
CL
CI-CH
0.40: HP In-situ =550 kPa
0.80: HP In-situ =260 kPa
1.20: HP In-situ =360 kPa
D-ES
0.50m
D-ES
1.50m
B
1.80m
0.40m
1.40m
1.60m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP11 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP11
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 16 (Approximate) (AHD)POSITION : E: 506160.300, N: 6709246.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
4 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
>>
Scale: NA Title: GPTP11, 1.8m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
D St
0.30m
1.60m
1.90m
2.50m
SILTY CLAYDark brown, high plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYDark brown, high plasticity fines, traces of fine and medium sand(Mainly colluvium)
Becoming dark brown and mottled orange-brown
GRAVELLY CLAYBecoming off white and mottled orange-brown, high plasticity, with redangular and sub-angular gravel
WEATHERED SILTSTONE BEDROCKRed, fine grained, extremely low to low strength, with clay(Residual soil and recovered as a clayey gravel)
GPTP12 terminated at target depth
CH
CH
CH
0.40: HP In-situ =220 kPa
0.60: HP In-situ =120 kPa
1.00: HP In-situ =140 kPa
D-ES
0.50m
B
1.20m
D-ES
1.60m
D-ES
1.90m
B
2.10m
0.40m
1.00m
1.40m
1.80m
1.90m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP12 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP12
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 21 (Approximate) (AHD)POSITION : E: 505895.700, N: 6709032.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
5 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
Scale: NA Title: GPTP12, 2.5m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
D VSt
0.30m
2.20m
SILTY CLAYDark brown, high plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYLight brown mottled orange-brown, high plasticity(Colluvium)
Becoming off white-grey with laminated layer of red clay
GPTP13 terminated due to bucket refusal
CH
CH
0.40: HP In-situ =300 kPa
1.10: HP In-situ =270 kPa
D-ES
0.50m
D-ES
1.00m
D-ES
1.60m
0.40m
0.80m
1.50m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/8/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP13 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP13
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 22 (Approximate) (AHD)POSITION : E: 505874.200, N: 6708779.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
5 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
Scale: NA Title: GPTP13, 2.2m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
D VSt - H
0.30m
0.80m
1.50m
SILTY CLAYDark brown, low to medium plasticity fines, with fine and medium sandand rootlets(Topsoil)
SILTY CLAYYellow brown mottled orange-brown, medium to high plasticity(Mainly colluvium)
SiltstoneDark brown and black, fine grained, highly weathered, low strength rock.(Recovered as a gravel)
GPTP14 terminated due to refusal
Note: Excavator sample taken from 1.3 - 1.5m produced coarse to finegravel with some sand and slit/clay
CL-CI
CI-CH
1.00: HP In-situ =420 kPa
D-ES
0.50m
B
1.00m
B
1.50m
0.30m
0.80m
1.30m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/8/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP14 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP14
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 24 (Approximate) (AHD)POSITION : E: 505852.700, N: 6708536.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
5 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
Scale: NA Title: GPTP14, 1.5m
Project No.: IA101200 figure no:
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16
Drawn: JP Client: Infrastructure New South Wales
St
0.30m
1.90m
2.45m
SILTY CLAYDark brown, high plasticity fines, with fine and medium sand and rootlets(Topsoil)
SILTY CLAYBrown, high plasticity, occasional mottled orange-brown(Mainly colluvium)
Becoming pale grey and mottled orange-brown, with rounded and subrounded gravel
WEATHERED SANDSTONE BEDROCKRed-brown, fine and medium gravel, extremely weathered, very lowstrength, with low to medium plasticiy clay.(Recovered as a clayey gravel)
GPTP15 Terminated at target depth
CH
CH
0.50: HP In-situ =220 kPa
1.00: HP In-situ =220 kPa
1.40: HP In-situ =180 kPa
D-ES
0.60m
D-ES
1.60m
D-ES
2.20m
0.50m
1.50m
2.10m
Not
Enc
ount
ere
d
- Very Soft- Soft- Firm- Stiff- Very Stiff- Hard- Very Loose- Loose- Medium Dense- Dense- Very Dense
VSSFStVStHVLLMDDVD
kPa
METHOD
10 Oct., 73 WaterLevel on Date shown
No Resistance
DE
PT
H (
m)
0.0
0.5
1.0
1.5
2.0
2.5
GR
AP
HIC
LOG
UDBMCHPVS
PBT
Undisturbed SampleDisturbed SampleBulk Disturbed SampleMoisture ContentHand Penetrometer (UCS kPa)Vane Shear; P-Peak,R-Remouded (uncorrected kPa)Plate Bearing Test
VE
E F H VH
SAMPLES & FIELD TESTS
PHOTOGRAPHSNOTES YES NO
DRILLING
DMW
- Dry- Moist- Wet
CONSISTENCY/RELATIVE DENSITY
------
-
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
CO
NS
IST
EN
CY
RE
LAT
IVE
DE
NS
ITY
SU
PP
OR
T
NXBHBR
HA
ND
PE
NE
TR
O-
ME
TE
R
PE
NE
TR
AT
ION
CLA
SS
IFIC
AT
ION
SY
MB
OL
water outflow
Natural ExposureExisting ExcavationBackhoe BucketBulldozer BladeRipper
SUPPORTT Timbering
VE
E F H
MATERIAL
CLASSIFICATION SYMBOLS &SOIL DESCRIPTION
Based on UnifiedClassification System
100
200
300
400
GR
OU
ND
WA
TE
RLE
VE
LS
PENETRATION
water inflow
WATER
MO
IST
UR
E
CO
ND
ITIO
N
MOISTURE
STRUCTURE& Other Observations
EQUIPMENT TYPE : 8t Excavator
DATE EXCAVATED : 2/9/16
METHOD : Excavator
PIT NO :
File: IA101200 GPTP15 1 OF 1
FILE / JOB NO : IA101200
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
GPTP15
CHECKED BY : SGRLOGGED BY : JP
SURFACE ELEVATION : 24 (Approximate) (AHD)POSITION : E: 505898.300, N: 6709615.000 ( MGA94 Zone 56)
EXCAVATION DIMENSIONS : 0.60 m WIDE
PROJECT : Grafton Correctional FacilityLOCATION : Grafton
EXCAVATION - GEOLOGICAL LOG
SA
MP
LES
&F
IELD
TE
ST
S
SK
M L
IB 1
.01.
2.G
LB L
og I
S A
U T
ES
T P
IT 2
IA
1012
00_L
OG
S.G
PJ
<<
Dra
win
gFile
>>
21/
03/2
016
16:4
5 8
.30.
003
Dat
gel L
ab a
nd In
Situ
Too
l - D
GD
| Li
b: S
KM
1.0
1.2
2013
-10-
17 P
rj: S
KM
1.0
1.1
2013
-10-
16
Scale: NA Title: GPTP15, 2.5m
Project No.: IA101200 figure no:
Drawn: JP Client: Infrastructure New South Wales
Approved: SGR Project andLocation: Grafton Correctional Facility, Grafton
Date: 23/02/16