trial pit log - tablet · pdf filebased on engineers log to bs en iso 14688-1. 4. co-ordinates...
TRANSCRIPT
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.30
0.40
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Brown very slightly clayey sandy GRAVEL with cobbles. Gravel of subangular fine to coarse sandstone.
End of Pit at 0.40m
1
2
3
4
Water Strike
Trial Pit LogTrialPit No
CBR3
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357495.44 - 212166.68
0.00
Date
14/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth0.40
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 0.40m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.300.35
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly sandy clayey TOPSOIL with rootlets.
Soft consistency brown sandy gravelly CLAY. Gravel of subangular fine to coarse sandstone.
End of Pit at 0.35m
1
2
3
4
Water Strike
Trial Pit LogTrialPit No
CBR4
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357659.72 - 212172.67
0.00
Date
14/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth0.35
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 0.35m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.30
0.40
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Brown slightly clayey gravelly SAND.
End of Pit at 0.40m
1
2
3
4
Water Strike
Trial Pit LogTrialPit No
CBR5
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357801.32 - 212209.10
0.00
Date
14/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth0.40
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 0.40m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.30
1.60
2.60
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Brown to light brown slightly clayey gravelly SAND with cobbles. Gravel of angular fine to coarse sandstone.
Frequent cobbles from 0.9m.
Light brown slightly clayey sandy GRAVEL with frequent cobbles.
End of Pit at 2.60m
1
2
3
4
Water Strike
0.10 D1
0.50 D2
0.80 D3
1.30 D4
Trial Pit LogTrialPit No
TP1
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357784.26 - 212159.81
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.60
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.60m due to reaching required depth and potential collapse. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Unstable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.25
2.90
Level(m)
Legend Stratum Description
MADE GROUND: Soft consistency dark brown slightly gravelly clayey topsoil with rootlets and rare ceramic fragments and fine black coal flecks.
Soft consistency brown to light brown clayey gravelly SAND with rare cobbles and coal fragments. Gravel of subangular fine to coarse sandstone.
Becoming very gravelly SAND with depth.
End of Pit at 2.90m
1
2
3
4
Water Strike
0.15 D35
0.45 D36
1.30 D37
Trial Pit LogTrialPit No
TP10
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357470.25 - 212118.93
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.90
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.90m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.25
0.80
3.20
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Soft consistency light brown to red brown gravelly very sandy CLAY. Gravel of subangular fine to coarse sandstone.
Soft consistency grey mottled orange brown slightly sandy CLAY with rare black flecks
Becoming friable and slightly gravelly with depth, very
gravelly at base with cobbles.
End of Pit at 3.20m
1
2
3
4
Water Strike
0.15 D39
0.50 D40
0.90 D41
1.20 D42
2.10 D43
3.10 D44
Trial Pit LogTrialPit No
TP11
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357403.68 - 212033.16
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth3.20
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 3.20m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.25
3.10
Level(m)
Legend Stratum Description
Soft consistency dark brown gravelly clayey TOPSOIL with rootlets.
Dark brown to light brown clayey gravelly SAND with cobbles and rootlets. Gravel of subangular fine to coarse sandstone.
No clay very gravelly with depth boulders towards base.
End of Pit at 3.10m
1
2
3
4
Water Strike
0.10 D45
0.60 D46
Trial Pit LogTrialPit No
TP12
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357349.29 - 212074.21
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth3.10
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 3.10m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Partially stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.20
1.70
2.35
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets and rare cobbles
Soft consistency brown slightly sandy gravelly CLAY with cobbles. Gravel of subangular fine to coarse sandstone.
Very gravelly with depth and frequent cobbles.
Brown slightly clayey sandy GRAVEL with frequent cobbles. Gravel of subangular fine to coarse sandstone.
End of Pit at 2.35m
1
2
3
4
Water Strike
0.15 D47
0.60 D48
0.90 D49
1.30 D50
Trial Pit LogTrialPit No
TP13
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357291.76 - 212008.29
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.35
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.35m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Partially at base.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.40
1.40
1.90
2.60
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Orange brown to brown slightly clayey gravelly SAND with cobbles from 0.70m. Gravel of subangular coarse sandstone.
Soft consistency orange brown to brown sandy very gravelly CLAY with cobbles. gravel of subangular fine to coarse sandstone.
Brown to grey brown sandy GRAVEL with frequent cobbles and boulders of tabular subangular sandstone. Gravel of subangular fine to coarse sandstone.
End of Pit at 2.60m
1
2
3
4
Water Strike
0.20 D51
0.60 D52
1.10 D53
Trial Pit LogTrialPit No
TP14
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357245.01 - 212078.05
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.60
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.60m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
���
����
����
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets and fine to medium coal fragments.
Gravelly with depth.
Brown to light brown very slightly clayey sandy GRAVEL with cobbles and boulders. Gravel of subangular fine to coarse sandstone.
Light brown sandy GRAVEL.Rare pocket of soft orange brown sandy gravelly CLAY from 1.80m to 2.0m.
End of Pit at 2.40m
�
�
�
�
Water Strike
���� D54
���� D55
���� D56
Trial Pit LogTrialPit No
TP15
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
���������- ���������
����
Date
����������
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth����
Scale
� ��
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.40m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.40
1.80
2.40
2.80
Level(m)
Legend Stratum Description
MADE GROUND: Soft consistency dark brown slightly gravelly clayey topsoil with rootlets, rare clay pot and coal fragments.
Orange brown to light brown clayey sandy GRAVEL with frequent cobbles. Gravel of subangular fine to coarse sandstone.
Coal noted near interface of topsoil. Boulders towards base.
Light brown grey to light grey gravelly SAND with cobbles. Gravel of subangular fine to coarse sandstone.
Light grey sandy GRAVEL with cobbles. Gravel of subangular fine to coarse sandstone.
End of Pit at 2.80m
1
2
3
4
Water Strike
0.20 D57
0.40 D58
0.50 D59
0.95 D60
1.30 D61
2.00 D62
2.40 D63
Trial Pit LogTrialPit No
TP16
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357314.45 - 212197.36
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.80
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.80m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
����
����
����
���
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL with rootlets.
Orange brown slightly clayey gravelly SAND with cobbles and pockets of slightly gravelly clay.
Light grey very gravelly SAND with cobbles. Gravel of subangular fine to coarse sandstone.
Light grey brown sandy GRAVEL with cobbles.Very gravelly towards base with boulders red purple colouring on cobbles and gravel.
End of Pit at 2.80m
�
�
�
�
Water Strike
���� D64
���� D65
��� D66
���� D67
Trial Pit LogTrialPit No
TP17
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
��������- ���������
����
Date
����������
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth���
Scale
� ��
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.80m due to reaching required depth. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.20
1.40
1.60
2.50
Level(m)
Legend Stratum Description
Soft consistency dark brown gravelly clayey TOPSOIL with rootlets.
Soft consistency orange brown to orange mottled grey sandy gravelly CLAY. Gravel of subangular fine to coarse sandstone.
Light grey gravelly SAND with cobbles.
Light grey sandy GRAVEL with cobbles.Dark red purple colouring noted on gravel and cobble. some boulders towards base.
End of Pit at 2.50m
1
2
3
4
Water Strike
0.20 D68
0.50 D69
1.00 D711.00 D70
1.70 D72
Trial Pit LogTrialPit No
TP18
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357397.54 - 212181.16
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.50
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.50m due to reaching required depth, hard digging. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.20
0.60
1.60
2.70
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly clayey TOPSOIL with rootlets.
Soft consistency brown very sandy CLAY with cobbles. Gravel of subangular fine to coarse sandstone.
Brown clayey gravelly SAND with cobbles and boulders. Gravel of subangular fine to coarse sandstone.
Very gravelly cobbles and boulders from 1.1m.
Brown to light brown sandy clayey GRAVEL with frequent cobbles and boulders. Gravel of subangular fine to coarse sandstone.
End of Pit at 2.70m
1
2
3
4
Water Strike
0.15 D5
0.55 D6
1.00 D7
Trial Pit LogTrialPit No
TP2
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357833.59 - 212219.90
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.70
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.70m due to reaching required depth and potential collapse. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Unstable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.25
1.00
2.50
Level(m)
Legend Stratum Description
Soft consistency dark brown slightly gravelly clayey TOPSOIL.
Dark brown to brown slightly clayey gravelly SAND with cobbles and boulders. Gravel of subangular fine to coarse sandstone.
Hard digging from 0.9m.
Brown to light brown SAND and GRAVEL with frequent cobbles and boulders. Gravel of subangular fine to coarse sandstone.
End of Pit at 2.50m
1
2
3
4
Water Strike
0.10 D8
0.45 D9
0.80 D10
Trial Pit LogTrialPit No
TP3
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357753.23 - 212252.30
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth2.50
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit terminated at 2.50m due to reaching required depth, hard digging. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Partially stable.
Backfill Samples & In Situ Testing
Depth ID Results
Depth(m)
0.25
0.80
1.70
Level(m)
Legend Stratum Description
Soft consistency dark brown clayey TOPSOIL with rootlets.
Dark brown gravelly clayey SAND. Gravel of subangular fine to coarse sandstone.
Brown to light brown clayey gravelly SAND with cobbles and boulders. Gravel of subangular fine to coarse sandstone.
Hard digging from 1.1m.
End of Pit at 1.70m
1
2
3
4
Water Strike
0.15 D11
0.50 D12
0.80 D13
1.30 D14
Trial Pit LogTrialPit No
TP4
Sheet 1 of 1
Project Name:
ColefordProject No.
J-D1670.00
Co-ords:
Level:
357733.39 - 212180.16
0.00
Date
13/01/2015
Location:
Client:
Lower Lane, Coleford
Gladman Developments Ltd
Dimensions (m):
Depth1.70
Scale
1:20
LoggedJO
Remarks:
Stability:
1. Trail pit refused at 1.70m. 2. Groundwater not encountered. 3. Log based on engineers log to BS EN ISO 14688-1. 4. Co-ordinates based on approximated location rather than topographical survey.
Stable.