Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
STATIC CONE PENETRATION TEST CPT1
Coordinates (metres) : Ground Level (metres) :
CPT1 0E - 0N 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.20 0.50 0.60 2.80 4.99
Open Hole
MADE GROUND (Very dense sand)
MADE GROUND (Hard sandy clay)
Completely weathered CHALK
Completely to highly locally partly
weathered CHALK
End of CPT run at 4.99 m
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14
15
Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
Sleeve Friction, fs [ MPa ]
STATIC CONE PENETRATION TEST CPT2
Ground Level (metres) :
CPT2 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.20 1.70 3.20 4.99
Open Hole
MADE GROUND (Medium dense locally loose
silty sand with occasional layers of very
stiff clay)
MADE GROUND (Medium dense becoming
loose silty sand) Possibly CHALK
Completely becoming highly weathered CHALK
End of CPT run at 4.99 m
0
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7
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9
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
STATIC CONE PENETRATION TEST CPT3
Coordinates (metres) : Ground Level (metres) :
CPT3 0E - 0N 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.20 0.70 2.40 5.00
Open Hole
MADE GROUND (Medium dense silty sand)
MADE GROUND (Medium dense locally loose
and dense silty sand with occasional
layers of very stiff sandy clay) Possibly
CHALK
Highly becoming partly weathered CHALK
End of CPT run at 5.00 m
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
Sleeve Friction, fs [ MPa ]
STATIC CONE PENETRATION TEST CPT4
Coordinates (metres) : Ground Level (metres) :
CPT4 0E - 0N 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.10 0.30 0.90 2.70 3.00 3.05
Open Hole
MADE GROUND (Very dense sand)
MADE GROUND (Interbedded medium dense
silty sand and hard slightly sandy clay)
MADE GROUND (Dense to very dense locally
medium dense silty sand with occasional
layers of hard slightly sandy clay)
MADE GROUND (Medium dense very silty sand)
Possibly CHALK
Unable to penetrate through very dense or
hard material.
End of CPT run at 3.05 m
0
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7
8
9
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
STATIC CONE PENETRATION TEST CPT5
Coordinates (metres) : Ground Level (metres) :
CPT5 0E - 0N 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171
0.37
MADE GROUND (Very dense sand). Unable to
penetrate through very dense or hard
material.
End of CPT run at 0.37 m
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
Sleeve Friction, fs [ MPa ]
STATIC CONE PENETRATION TEST CPT6
Coordinates (metres) : Ground Level (metres) :
CPT6 0E - 0N 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.30 0.64
Open Hole
MADE GROUND (Very dense occasionally
medium dense silty sand with some layers
of hard sandy clay). Unable to penetrate
through very dense or hard material.
End of CPT run at 0.64 m
0
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7
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
STATIC CONE PENETRATION TEST CPT6A
Ground Level (metres) :
CPT6A 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.40 0.62
Open Hole
MADE GROUND (Very dense silty sand).
Unable to penetrate through very dense or
hard material.
End of CPT run at 0.62 m
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
Sleeve Friction, fs [ MPa ]
STATIC CONE PENETRATION TEST CPT6B
Ground Level (metres) :
CPT6B 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.30 1.00 1.80 3.80 4.98
Open Hole
MADE GROUND (Medium dense silty sand)
MADE GROUND (Very stiff to stiff sandy
clay)
Completely to highly weathered CHALK
Partly to slightly weathered CHALK
End of CPT run at 4.98 m
0
1
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7
8
9
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Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
STATIC CONE PENETRATION TEST CPT7
Ground Level (metres) :
CPT7 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.30 1.30 1.70 2.20 3.00 4.60 5.00
Open Hole
MADE GROUND (Medium dense to dense silty
locally very silty sand)
MADE GROUND (Hard becoming very stiff
clay)
MADE GROUND (Medium dense silty sand)
MADE GROUND (Interbedded medium dense
silty sand and hard to very stiff sandy
clay)
Highly weathered CHALK
Partly becoming slightly weathered CHALK
End of CPT run at 5.00 m
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7
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12
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15
Location:
Depth [ metres ]
Cone Used:
Operator: Date of Test: Interpretation checked by: CPT Rig:
Sleeve Friction, fs [ MPa ]
STATIC CONE PENETRATION TEST CPT8
Ground Level (metres) :
CPT8 0.000 BATT 19/01/2005 GB9 F7.5CKE/V 1171 0.15 0.60 1.60 2.10 2.70 5.00
Open Hole
MADE GROUND (Very dense locally dense
sand)
MADE GROUND (Medium dense becoming
loose silty locally very silty sand)
MADE GROUND (Stiff clay)
MADE GROUND (Very dense to dense silty
sand)
Completely to highly weathered CHALK
End of CPT run at 5.00 m
0
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