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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
2.50: SPT Recovery: 0.35 m2.60: Acid sulphate test sample
4.00: SPT Recovery: 0.35 m4.10: Acid sulphate test sample
5.55: SPT Recovery: 0.45 m5.60: 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
8.65: SPT Recovery: 0.1 m
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
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 2 OF 3
FILE / JOB NO : G4372
SHEET : 2 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
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
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 3 OF 3
FILE / JOB NO : G4372
SHEET : 3 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
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
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
Geotechnical Investigation Bore Hole: B15
Photo 2 of 2
G4372 HW 1 - Princes Highway
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
0.50: SPT Recovery: 0.2 m
1.50: SPT Recovery: 0.45 m
4.20: SPT Recovery: 0.2 m
5.70: SPT Recovery: 0.2 m
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
Continued as Cored Drill Hole
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
STRUCTURE& Other Observations
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
RIG TYPE : DB515
DATE COMPLETED : 29/3/12 DATE LOGGED : 29/3/12
CONTRACTOR : RMS
DATE STARTED : 28/3/12
HOLE NO :
File: G4372 B17 1 OF 3
FILE / JOB NO : G4372
SHEET : 1 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B17
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287355.240, N: 6148169.580 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
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
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
START CORING AT 6.50m
NM
LC
Is(50)d=0.65a=1.09MPa
Is(50)d=1.36a=0.99MPa
2% W
ate
r LO
SS
DRILLING
Description, orientation, infillingor coating, shape, roughness,
thickness, other
BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW
DRILLDEPTH
MATERIAL
(joints, partings, seams, zones, etc)
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
ESTIMATED STRENGTHIs(50)
BIT CONDITION : GOODBIT : ROCK ROLLER/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
RIG TYPE : DB515
DATE COMPLETED : 29/3/12 DATE LOGGED : 29/3/12
CONTRACTOR : RMS
DATE STARTED : 28/3/12
HOLE NO :
File: G4372 B17 2 OF 3
FILE / JOB NO : G4372
SHEET : 2 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B17
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287355.240, N: 6148169.580 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
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
Description, orientation, infillingor coating, shape, roughness,
thickness, other
BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW
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 : ROCK ROLLER/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
RIG TYPE : DB515
DATE COMPLETED : 29/3/12 DATE LOGGED : 29/3/12
CONTRACTOR : RMS
DATE STARTED : 28/3/12
HOLE NO :
File: G4372 B17 3 OF 3
FILE / JOB NO : G4372
SHEET : 3 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B17
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287355.240, N: 6148169.580 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
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
Geotechnical Investigation Bore Hole: B17
Photo 1 of 1
G4372 HW 1 - Princes Highway
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
0.50: SPT Recovery: 0.4 m
1.50: SPT Recovery: 0.4 m
2.50: SPT Recovery: 0.45 m
4.15: SPT Recovery: 0.45 m
5.65: SPT Recovery: 0.45 m
7.15: SPT Recovery: 0.45 m
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
STRUCTURE& Other Observations
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
RIG TYPE : DB515
DATE COMPLETED : 4/4/12 DATE LOGGED : 4/4/12
CONTRACTOR : RMS
DATE STARTED : 4/4/12
HOLE NO :
File: G4372 B19A 1 OF 3
FILE / JOB NO : G4372
SHEET : 1 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B19A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 2.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 288017.220, N: 6147735.220 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
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
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-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
8.65: SPT Recovery: 0.22 m
10.15: SPT Recovery: 0.2 m
11.65: SPT Recovery: 0.2 m
BEDROCK
13.15: SPT Recovery: 0.03 m
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
Continued as Cored Drill Hole
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
STRUCTURE& Other Observations
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
RIG TYPE : DB515
DATE COMPLETED : 4/4/12 DATE LOGGED : 4/4/12
CONTRACTOR : RMS
DATE STARTED : 4/4/12
HOLE NO :
File: G4372 B19A 2 OF 3
FILE / JOB NO : G4372
SHEET : 2 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B19A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 2.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 288017.220, N: 6147735.220 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
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
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G43
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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°
START CORING AT 13.18m
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
Description, orientation, infillingor coating, shape, roughness,
thickness, other
BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW
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 : DRAG BIT/ROCK ROLLER/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
RIG TYPE : DB515
DATE COMPLETED : 4/4/12 DATE LOGGED : 4/4/12
CONTRACTOR : RMS
DATE STARTED : 4/4/12
HOLE NO :
File: G4372 B19A 3 OF 3
FILE / JOB NO : G4372
SHEET : 3 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B19A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 2.380 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 288017.220, N: 6147735.220 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
RM
S L
IB 3
2.G
LB L
og R
TA
CO
RE
D D
RIL
L H
OLE
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Geotechnical Investigation Bore Hole: B19A
Photo 1 of 1
G4372 HW 1 - Princes Highway
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
1.00: SPT Recovery: 0.45 m
1.30: Acid sulphate test sample
2.50: SPT Recovery: 0.35 m2.60: 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
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 : 16/4/12
HOLE NO :
File: G4372 B20A 1 OF 1
FILE / JOB NO : G4372
SHEET : 1 OF 1
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B20A
CHECKED BY : DHLOGGED BY : RH
SURFACE ELEVATION : 4.870 (AHD)
PROJECT : BERRY BYPASSLOCATION : SOUTHERN ALIGNMENT
POSITION : E: 287669.280, N: 6147639.670 (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
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RIL
L H
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Add
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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
0.50: SPT Recovery: 0.2 m
1.50: SPT Recovery: 0.45 m
2.50: SPT Recovery: 0.3 m
4.10: SPT Recovery: 0.45 m
BEDROCK
7.10: SPT Recovery: 0.45 m
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
Continued as Cored Drill Hole
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
STRUCTURE& Other Observations
MATERIAL DESCRIPTIONSoil Type, Colour, Plasticity or Particle Characteristic
Secondary and Minor Components
RIG TYPE : DB515
DATE COMPLETED : 31/3/12 DATE LOGGED : 31/3/12
CONTRACTOR : RMS
DATE STARTED : 30/3/12
HOLE NO :
File: G4372 B21A 1 OF 3
FILE / JOB NO : G4372
SHEET : 1 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B21A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.240 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287415.060, N: 6147491.420 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
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
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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
START CORING AT 7.55m
DRILLING
Description, orientation, infillingor coating, shape, roughness,
thickness, other
BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW
DRILLDEPTH
MATERIAL
(joints, partings, seams, zones, etc)
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
ESTIMATED STRENGTHIs(50)
BIT CONDITION : GOODBIT : ROCK ROLLER/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
RIG TYPE : DB515
DATE COMPLETED : 31/3/12 DATE LOGGED : 31/3/12
CONTRACTOR : RMS
DATE STARTED : 30/3/12
HOLE NO :
File: G4372 B21A 2 OF 3
FILE / JOB NO : G4372
SHEET : 2 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B21A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.240 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287415.060, N: 6147491.420 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
RM
S L
IB 3
2.G
LB L
og R
TA
CO
RE
D D
RIL
L H
OLE
G43
72 B
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RY
BY
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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
Description, orientation, infillingor coating, shape, roughness,
thickness, other
BARREL (Length) : 1.50 mCASING DIAMETER : HW/NW
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 : ROCK ROLLER/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
RIG TYPE : DB515
DATE COMPLETED : 31/3/12 DATE LOGGED : 31/3/12
CONTRACTOR : RMS
DATE STARTED : 30/3/12
HOLE NO :
File: G4372 B21A 3 OF 3
FILE / JOB NO : G4372
SHEET : 3 OF 3
See Explanatory Notes fordetails of abbreviations& basis of descriptions.
B21A
CHECKED BY : DHLOGGED BY : MH
SURFACE ELEVATION : 10.240 (AHD)
PROJECT : BERRY BYPASSLOCATION :
POSITION : E: 287415.060, N: 6147491.420 (56 MGA94) ANGLE FROM HORIZONTAL : 90°
MOUNTING : Track DRILLER : R MORTON
CORED DRILL HOLE LOG
ROADS AND MARITIME SERVICES, NSW
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
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atge
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T T
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INT
Add
-In
Geotechnical Investigation Bore Hole: B21A
Photo 1 of 2
G4372 HW 1 - Princes Highway
Berry Bypass
Geotechnical Investigation Bore Hole: B21A
Photo 2 of 2
G4372 HW 1 - Princes Highway
Berry Bypass