geotechnical engineering limited trial pit log st01 · notes st01 site. 119.40 119.10 118.35 117.15...

114.50

114.30Dry

1.90

2.10

MADE GROUND: Tarmacadam (0.10m) over Brown sand and angular to rounded fineto coarse gravel and cobbles of varying lithologies including brick, concrete, flint andrare metal fragments.

Structureless CHALK composed of silty subangular GRAVEL and COBBLES. Clastsare moderately weak, probably low and medium density, white with occasionalorange-brown staining. Matrix is off-white and white. (Grade Dc).Trial pit completed at 2.10m.

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LB 2

3/06

/05

510355.1

16891

220866.6

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type

Trial pit excavated by JCB 3CX mechanical excavator.Groundwater not encountered.Trial pit sides remained stable and vertical.Trial pit dimensions 1.90x0.60x2.10m.On completion, the trial pit was backfilled with materials arising.Soakaway test carried out in trial pit.

14 April 2005

14 April 2005

CLIENT

Geotechnical Engineering Limited

Northing

depth (m)description

Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.10

result

End Date

SOUTHSIDE & CITY DEVELOPMENTS LIMITED

VAUXHALL MOTORS, LUTON

Sketch of Foundation - Not to scale. All dimensions in metres.

Easting

depth

116.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

ST01SITE

119.40

119.10

118.35

117.15

Dry

0.35

0.65

1.40

2.60

MADE GROUND: Tarmacadam (0.10m) over concrete with 8mm rebar.

MADE GROUND: Brown sand and angular to rounded fine to coarse gravel andcobbles of varying lithologies including brick, concrete, flint and rare metal fragments.

Firm brown CLAY with some subangular to subrounded fine to coarse flint gravel.

Structureless CHALK composed of silty subangular GRAVEL and COBBLES. Clastsare moderately weak, probably low and medium density, white with occasionalorange-brown staining. Matrix is off-white and white. (Grade Dc).

Trial pit completed at 2.60m.

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LB 2

3/06

/05

510330.4

16891

220894.0

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


14 April 2005

14 April 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.60

result

End Date




Easting

depth

119.75mOD

level(m)

legend

CONTRACT CHECKED

Notes

ST02SITE

128.80

128.30

127.00Dry

0.30

0.80

2.10

MADE GROUND: Tarmacadam (0.10m) over off-white clay with much gravel of chalkand occasional bricks and brick fragments

Firm brown CLAY with some subangular to subrounded fine to coarse flint gravel.(Possibly reworked?)



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LB 2

3/06

/05

510548.7

16891

221034.7

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


13 April 2005

13 April 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.10

result

End Date




Easting

depth

129.10mOD

level(m)

legend

CONTRACT CHECKED

Notes

ST03SITE

152.25

151.20

151.00

150.50

150.10Dry

0.25

1.30

1.50

2.00

2.40

MADE GROUND: Tarmacadam (0.10m) over red-brown sandy angular gravel (type 1aggregate).

MADE GROUND: Brown sand and angular to rounded fine to coarse gravel andcobbles of varying lithologies including brick, concrete, flint and rare metal fragments.

MADE GROUND: Black sand and gravel size fragments of ash.

Firm brown CLAY with some subangular to subrounded fine to coarse flint gravel.



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H.G

LB 2

3/06

/05

510533.5

16891

221242.5

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


13 April 2005

13 April 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.40

result

End Date




Easting

depth

152.50mOD

level(m)

legend

CONTRACT CHECKED

Notes

ST04SITE

0.300.30

0.700.70

1.501.50

2.502.50

119.20

118.55118.45

117.00Dry

0.60

1.251.35

2.80

12

34

56

78

D*B

D*B

D*B

D*B

MADE GROUND: Tarmacadam (0.10m) over brown slightly silty sand with some tomuch fine to coarse gravel of brick occasional sandstone and rare wood and plasticand occasional cobbles of brick.

MADE GROUND: Angular to subangular fine to coarse gravel and occasional cobblesof moderately weak off-white chalk with some firm off-white clayey matrix.

MADE GROUND: Concrete slab.Structureless CHALK composed of silty subangular GRAVEL and COBBLES. Clastsare moderately weak, probably low and medium density, white with occasionalorange-brown staining. Matrix is off-white and white. (Grade Dc).


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LB 2

3/06

/05

510252.3

16891

220991.9

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type

Trial pit excavated by JCB 3CX mechanical excavator with 0.60m bucketand breaker.Groundwater not encountered.Trial pit sides remained stable and vertical.On completion, the trial pit was backfilled with materials arising.

20 January 2005

20 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.80

result

End Date




Easting

depth

119.80mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP01SITE

0.40

1.001.00

2.002.00

2.60

120.20

119.95

119.60

118.00Dry

0.40

0.65

1.00

2.60

1

32

54

6

D*

D*B

D*B

D

MADE GROUND: Tarmacadam (0.05m) over light grey concrete with 6mm rebar.0.10 - 1.00m: Concrete wall on north-west side of pit.

MADE GROUND: Red-brown subangular to subrounded fine to coarse gravel andcobbles of various lithologies, predominantly brick and concrete with much sand.Occasional fragments of ash, clinker, metal, wire and timber.MADE GROUND: Light grey concrete with 8mm rebar.

Structureless CHALK composed of silty subangular GRAVEL and COBBLES. Clastsare very weak and weak, probably low and medium density, white with occasionalorange-brown staining. Matrix is off-white and white. (Grade Dc).


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LB 2

3/06

/05

510331.4

16891

220983.9

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


20 January 2005

20 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.60

result

End Date




Easting

depth

120.60mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP02SITE

Dry

0.35

0.60

2.60

1

23

45

D*

D*B

D*B

MADE GROUND: Tarmacadam (0.05m) over reinforced concrete (10mm steel).

MADE GROUND: Cobbles of brick with some fine to coarse brick gravel and sandmatrix.0.40

1.001.00

2.002.00

119.40

119.15

117.15



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LB 2

3/06

/05

510328.5

16891

220906.1

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


20 January 2005

20 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.60

result

End Date




Easting

depth

119.75mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP03SITE

0.20

0.700.70

1.701.70

3.003.00

116.15

113.75

112.90Dry

0.25

2.65

3.50

1

23

45

67

D*

D*B

D*B

D*B

MADE GROUND: Tarmacadam (0.10m) over red-brown sandy angular gravel (type 1aggregate).

MADE GROUND: Brown slightly silty sandy angular to rounded fine to coarse graveland cobbles of varying lithologies including brick, concrete, flint and rare metalfragments.



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PJ T

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H.G

LB 2

3/06

/05

510368.2

16891

220864.2

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


21 January 2005

21 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.50

result

End Date




Easting

depth

116.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP04SITE

0.20

0.45

0.75

1.00

1.501.50

1.80

2.00

2.50

121.90

121.70121.60

120.70

120.40

119.20Dry

0.30

0.500.60

1.50

1.80

3.00

1

2

3

4

65

7

8

9

D*

D*

D*

B

D*B

D*

B

D*

MADE GROUND: Tarmacadam (0.10m) over red-brown angular to subangular fine tocoarse siltstone gravel with some sand. (Type 1 aggregate)

MADE GROUND: Red-brown subangular to subrounded fine to coarse gravel andcobbles of brick and concrete with much sand. Frequent fragments of ash and clinker.

MADE GROUND: Light grey concrete slab.MADE GROUND: Soft to firm light brown slightly sandy clay with some subangular tosubrounded fine to coarse gravel of chalk. Frequent fragments of brick and ash.Occasional cobble sized pockets of ash. Slight hydrocarbon odour.

Firm friable brown slightly sandy CLAY with some subrounded fine to coarse flint andchalk gravel.



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TEC

H.G

LB 2

3/06

/05

510410.3

16891

220913.7

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


20 January 2005

20 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

122.20mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP05SITE

0.25

0.700.70

1.501.50

2.002.00

131.30

130.80

130.00

129.20Dry

0.30

0.80

1.60

2.40

1

23

45

67

D*

D*B

D*B

D*B

MADE GROUND: Tarmacadam (0.20m) over red-brown sandy fine to coarse gravel(type1 aggregate).

MADE GROUND: Light brown sandy angular to subangular fine to coarse gravel andcobbles of mainly concrete and occasional brick with occasional steel wire (10mm and25mm).

MADE GROUND: Angular to subangular fine to coarse gravel and occasional cobblesof moderately weak off-white chalk with some firm off-white clayey matrix.

MADE GROUND: Red-brown sand with much angular to subangular fine to coarsegravel and occasional cobbles of mainly brick with occasional chalk and sandstone.


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H.G

LB 2

3/06

/05

510475.4

16891

221007.0

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


21 January 2005

21 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.40

result

End Date




Easting

depth

131.60mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP06SITE

0.15

0.30

0.500.50

1.00

2.00

3.00

132.50

132.30

129.70Dry

0.20

0.40

3.00

1

2

34

5

6

7

D*

D*

D*B

B

B

B

MADE GROUND: Tarmacadam (0.10m) over yellow-brown sand with somesubrounded fine to medium gravel.

MADE GROUND: Dark brown silty sand with some angular fine to coarse gravel ofmainly brick with occasional clinker.


2.50 - 3.00m: Possibly of higher grade with occasional flint gravel and cobbles.


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91.G

PJ T

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LB 2

3/06

/05

510406.4

16891

220999.6

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


21 January 2005

21 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

132.70mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP07SITE

0.15

0.30

0.50

1.00

2.00

3.00

142.20

142.00

139.40Dry

0.20

0.40

3.00

1

2

3

4

5

6

D*

D*

D*

B

B

B

MADE GROUND: Tarmacadam (0.10m) over yellow-brown sand with somesubrounded fine to medium gravel.

MADE GROUND: Dark brown silty sand with some angular fine to coarse gravel ofmainly brick with occasional clinker.



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91.G

PJ T

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LJH

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TEC

H.G

LB 2

3/06

/05

510322.7

16891

221074.2

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


21 January 2005

21 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

142.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP08SITE

0.250.35

1.001.00

2.00

3.00

143.10

142.95

142.80

140.40Dry

0.30

0.45

0.60

3.00

12

34

5

6

D*D*

D*B

B

B

MADE GROUND: Tarmacadam (0.10m) over brown very sandy subrounded fine tocoarse gravel.

MADE GROUND: Dark brown slightly silty sand with much angular fine to mediumgravel of varying lithologies including brick.MADE GROUND: Laid red brick.



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PJ T

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H.G

LB 2

3/06

/05

510373.1

16891

221060.8

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

143.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP09SITE

0.30

0.70

1.00

1.50

2.00

3.00

137.50

136.65

134.85Dry

0.35

1.20

3.00

1

2

3

4

5

6

D*

D*

B

D*

B

B

MADE GROUND: Tarmacadam (0.10m) over dark brown slightly silty sand with muchsubangular to subrounded fine to coarse gravel of varying lithologies including brick.

MADE GROUND: Brown angular fine to coarse gravel and occasional cobbles ofmainly brick with occasional chalk with some clayey sand.



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52 5

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91.G

PJ T

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LJH

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GEO

TEC

H.G

LB 2

3/06

/05

510465.5

16891

221056.2

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

137.85mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP10SITE

0.35

0.50

1.00

1.50

2.00

3.00

147.95

147.20

145.40Dry

0.45

1.20

3.00

1

2

3

4

5

6

D*

D*

B

D*

B

B

MADE GROUND: Tarmacadam (0.10m) over brown very sandy subangular tosubrounded fine to coarse gravel of varying lithologies.

Structureless CHALK composed of silty subangular GRAVEL, COBBLES andoccasional boulders. Clasts are strong, probably medium density, white withoccasional orange-brown staining. Matrix is off-white mottled light brown. (Grade Dc)(possibly made ground?).



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PJ T

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LJH

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TEC

H.G

LB 2

3/06

/05

510396.9

16891

221134.8

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

148.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP11SITE

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

0.25

0.500.50

1.00

1.50

152.65

152.20

151.40

151.15Dry

0.35

0.80

1.60

1.85

1

23

4

5

D*

D*B

B

B

MADE GROUND: Tarmacadam (0.10m) over grey ashy sand with much angular fineto coarse gravel and occasional cobbles of brick and occasional clinker.

Stiff friable brown slightly sandy CLAY with a little subangular fine to coarse chalk andflint gravel.


Moderately strong and strong medium density off-white CHALK closely bedded withlittle or no infill between bedding fractures. Grade A2/B2


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LB 2

3/06

/05

510436.0

16891

221211.7

TRIAL PIT LOG

(m)

Scale

Ground level

1 : 25

Depth (m) 1.85

result

End Date




Easting

depth

153.00mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP12SITE

0.25

0.50

1.00

1.501.50

2.00

151.65

150.85

150.35

149.20Dry

0.30

1.10

1.60

2.75

1

2

3

45

6

D*

D*

B

D*B

B

MADE GROUND: Tarmacadam (0.10m) over brown very sandy fine to coarse gravelof mainly chalk and brick with occasional cobbles of brick.

MADE GROUND: Very stiff off-white clay with some subrounded fine to coarse chalkgravel and occasional brick.

MADE GROUND: Firm brown and grey-brown clay with a little to some fine to coarsechalk and occasional brick gravel (slight organic odour).



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91.G

PJ T

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LJH

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TEC

H.G

LB 2

3/06

/05

510467.2

16891

221198.5

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.75

result

End Date




Easting

depth

151.95mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP13SITE

0.10

0.25

0.50

1.00

2.252.25

3.00

151.25

151.10

149.30

148.30Dry

0.15

0.30

2.10

3.10

1

2

3

4

56

7

D*

D*

D*

B

D*B

B

MADE GROUND: Tarmacadam (0.05m) over light brown slightly silty sand with muchsubangular to rounded fine to coarse siliceous gravel.MADE GROUND: Black ashy sand and fine gravel with some coarse gravel andcobbles of brick.MADE GROUND: Firm brown silt and structureless off-white angular to subangularfine to coarse moderately weak chalk gravel with some firm off-white clayey matrix.



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52 5

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168

91.G

PJ T

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LJH

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GEO

TEC

H.G

LB 2

3/06

/05

510466.2

16891

221150.7

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.10

result

End Date




Easting

depth

151.40mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP14SITE

0.25

0.50

1.00

2.002.00

3.00

152.40

151.00

149.00Dry

0.40

1.80

3.80

1

2

3

45

6

D*

D*

B

D*B

B

MADE GROUND: Tarmacadam (0.05m) over light brown sandy subrounded torounded fine to coarse gravel with some brick cobbles.

MADE GROUND: Off-white silty angular to subangular fine to coarse gravel ofmoderately weak chalk with some firm off-white clayey matrix.

Stiff indistinctly fissured brown slightly sandy CLAY with some angular to subangularfine to coarse gravel and occasional cobbles of chalk and flint.


Geo

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52 5

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91.G

PJ T

RIA

LJH

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GEO

TEC

H.G

LB 2

3/06

/05

510606.9

16891

221289.3

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.80

result

End Date




Easting

depth

152.80mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP15SITE

0.20

0.70

1.701.70

2.002.00

2.502.50

150.30150.20

148.60

148.05

147.75Dry

0.150.25

1.85

2.40

2.70

1

2

34

56

78

D*

D*

D*B

D*B

D*B

MADE GROUND: Tarmacadam (0.05m) over light brown slightly silty sand with muchsubangular to rounded fine to coarse siliceous gravel.MADE GROUND: Black ashy sand and fine gravel with some coarse gravel andcobbles of brick.MADE GROUND: Structureless chalk composed of off-white angular to subangularfine to coarse low to medium density moderately weak chalk gravel with some soft firmoff-white clayey matrix with occasional brick fragments.

MADE GROUND: Stiff mottled off-white and grey-brown clay with some angular tosubrounded fine to coarse chalk and flint gravel. Slight organic odour (possiblynatural?).



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510507.6

16891

221128.5

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.70

result

End Date




Easting

depth

150.45mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP16SITE

0.20

0.500.50

0.70

1.00

2.00

3.00

133.70

133.40

130.95Dry

0.25

0.55

3.00

1

23

4

5

6

7

D*

D*B

D*

B

B

B

MADE GROUND: Tarmacadam (0.10m) over stiff friable grey clay with a little to somesubangular to rounded fine to medium siliceous, brick and chalk gravel.

Stiff friable brown slightly sandy CLAY with a little subangular fine to coarse chalk andflint gravel.


2.00 - 3.00m: With frequent flint gravel and cobbles.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510512.1

16891

221079.0

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


24 January 2005

24 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

133.95mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP17SITE

1.00

0.50

1.00

1.50

2.00

3.50

133.40

130.30Dry

0.40

3.50

2

1

3

4

5

6

B

D*

D*

D*

D*

D*

MADE GROUND:Tarmacadam (0.10m) over light grey concrete with 8mm rebar.0.10 - 0.60m: Concrete slab with 30mm rebar on north west side of pit.

MADE GROUND: Red-brown subangular to subrounded fine to coarse gravel, cobblesand boulders of brick and concrete with some sand. Occasional fragments of metal,wire, glass and timber.

1.70 - 3.50m: Concrete pad footing. Approx. 1.00x1.00x2.00m.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510590.1

16891

221212.2

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


05 February 2005

05 February 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.50

result

End Date




Easting

depth

133.80mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP18SITE

SITE

0.40133.30133.20133.15Dry

0.400.500.55

1D*

MADE GROUND:Tarmacadam (0.10m) over light grey concrete with 8mm rebar.

MADE GROUND: Red-brown subangular to subrounded fine to coarse gravel andcobbles of brick and concrete with much sand.MADE GROUND: Light grey concrete.Trial pit completed at 0.55m.

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510662.0

16891

221294.9

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


05 February 2005

05 February 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 0.55

result

End Date




Easting

depth

133.70mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP19

0.50

0.80

1.00

2.00

128.45

126.95Dry

0.50

2.00

1

2

3

4

D*

D*

B

B

MADE GROUND: Tarmacadam (0.10m) over light grey concrete with 6mm rebar.

Weak and moderately weak, probable medium density, white with occasional blackspecks CHALK. Fractures are extremely closely and very closely spaced (5/20/50),infilled (5/10/50) with off white occasional stained orange-brown comminuted chalk.Flints absent. (C3/C4), Recovered as angular to subangular fine to coarse gravel andcobbles.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510750.5

16891

221257.6

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type

Trial pit excavated by JCB 3CX mechanical excavator with 0.45m bucketand breaker.Groundwater not encountered.Trial pit sides remained stable and vertical.Trial pit dimensions 3.50x0.45x2.50m.On completion, the trial pit was backfilled with materials arising.

05 February 2005

05 February 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.00

result

End Date




Easting

depth

128.95mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP20SITE

0.40

0.80

1.00

1.50

2.00

2.50

128.45

128.05

126.35Dry

0.40

0.80

2.50

1

2

3

4

5

6

D*

D*

B

D*

B

D*


Soft to firm friable brown slightly sandy CLAY with much subangular-subrounded fineto coarse flint gravel.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510690.4

16891

221197.5

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type


05 February 2005

05 February 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 2.50

result

End Date




Easting

depth

128.85mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP21SITE

recordsample/test

no/type


05 February 2005

05 February 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

0.40

0.60

1.00

1.50

2.00

3.00

121.70

121.50

120.25

119.05Dry

0.35

0.55

1.80

3.00

1

2

3

4

5

6

D*

D*

B

D*

B

B


MADE GROUND: Red-brown subangular to subrounded fine to coarse gravel andcobbles of brick and concrete with much sand.


Weak and moderately weak, probably medium density, white with occasional blackspecks CHALK. Fractures are extremely closely and very closely spaced (5/20/50),infilled (5/10/50) with off white occasional stained orange-brown comminuted chalk.Flints absent. (C3/C4), Recovered as angular to subangular fine to coarse gravel andcobbles.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510772.8

16891

221325.6

TRIAL PIT LOG

(m)

Start Date

water

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

122.05mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP22SITE

0.30

0.50

1.001.00

2.00

3.00

121.45

120.95

118.80Dry

0.35

0.85

3.00

1

2

34

5

6

D*

D*

D*B

B

B

MADE GROUND: Tarmacadam (0.25m) over yellow-brown lean mix concrete with10mm steel reinforcement.

MADE GROUND: Off-white silty subangular gravel and cobbles of moderately weakchalk gravel.

Structureless CHALK composed of silty subangular GRAVEL and COBBLES. Clastsare moderately weak, probably low and medium density, white with occasionalorange-brown staining. Matrix is off-white and white. (Grade Dc).0.85m: Undetected buried cable exposed (dead).


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

168

91.G

PJ T

RIA

LJH

.GPJ

GEO

TEC

H.G

LB 2

3/06

/05

510476.3

16891

220929.1

TRIAL PIT LOG

(m)

Start Date

waterrecord

sample/testno/type

Trial pit excavated by JCB 3CX mechanical excavator with breaker.Groundwater not encountered.Trial pit sides remained stable and vertical.On completion, the trial pit was backfilled with materials arising.

21 January 2005

21 January 2005

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

Depth (m) 3.00

result

End Date




Easting

depth

121.80mOD

level(m)

legend

CONTRACT CHECKED

Notes

TP23SITE

geotechnical engineering limited trial pit log st01 · notes st01 site. 119.40 119.10 118.35 117.15...

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