Post on 08-Mar-2021
transcript
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)
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:
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
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