FACTUAL REPORT ON GROUND INVESTIGATION Prepared for ... · FACTUAL REPORT ON GROUND INVESTIGATION...

Geotechnical Engineering Ltd Centurion House, Olympus Park Quedgeley, Gloucester. GL2 4NF 01452 527743 www.geoeng.co.uk

HARWICH CHANNEL

FACTUAL REPORT ON GROUND INVESTIGATION

Prepared for HARWICH HAVEN AUTHORITY

Report Ref: 28343

"The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the information contained therein."

Geotechnical Engineering Limited www.geoeng.co.uk

HARWICH CHANNEL

FACTUAL REPORT ON GROUND INVESTIGATION

Prepared for HARWICH HAVEN AUTHORITY

Report Ref: 28343 PROJECT: Deepening of approach channel to Harwich Haven.

CONSULTANT: VOLUME - VERSION STATUS ORIGINATOR CHECKER APPROVED DATE

1 of 2 – A DRAFT IG CT - 06/03/14

1 of 2 - A FINAL IG CT CT 16/04/14

ORIGINATOR APPROVER

IAN GARSTANG Senior Engineering Geologist

C THOMAS BSC PHD FGS Geotechnical Consultant

The report is not to be used for contractual or engineering purposes unless this sheet is signed and the

report designated “Final”. The report has been prepared for the sole use and reliance by Harwich Haven Authority. GEL accepts no

liability as a result of the use or reliance of this report by any other parties.


RT01 v09 18/07/12 JH Report Ref: 28343 Page i

CONTENTS

REPORT PAGE

1. INTRODUCTION ....................................................................................................... 1

2. SITE LOCATION AND GEOLOGY ................................................................................ 1

3. GROUND INVESTIGATION ........................................................................................ 1

3.1 Fieldwork ............................................................................................................. 1

3.2 Logging ................................................................................................................. 2

3.3 Laboratory Testing ............................................................................................... 3

4. REFERENCES ............................................................................................................ 5

FIGURES Nos

EXPLORATORY HOLE LOCATION PLAN 1-3

APPENDICES

APPENDIX A FIELDWORK DATA

APPENDIX B LABORATORY TESTING


RT01 v09 18/07/12 JH Report Ref: 28343 Page 1

1. INTRODUCTION

It is proposed to deepen the approach channel to Harwich Haven at Harwich, Essex.

Geotechnical Engineering Limited (GEL) was instructed by Harwich Haven Authority to carry

out an investigation to determine the ground conditions.

The scope of works and terms and conditions of appointment were specified by the Client

and GEL correspondence reference T17270. The investigation was carried out under

direction and supervision of the Client.

This report describes the investigation and presents the findings.

2. SITE LOCATION AND GEOLOGY

The site is situated offshore from Harwich, Essex and may be located by its National Grid co-

ordinates TM 260 329. This is the point at which the dredge embarked from Harwich Haven.

British Geological Survey (BGS) England and Wales (Sheet No. 208 & 225 and 224 & 242,

1:50000) and the BGS online geology (1:50,000) indicate the site is underlain by intertidal and

tidal muds and seabed sediments overlying the Lambeth Group or Thames Group clays and

silts.

3. GROUND INVESTIGATION

3.1 Fieldwork

The fieldwork was carried out in general accordance with BS5930:1999+A2:2010 during the

period 23rd August to 1st September 2013 and comprised one hundred and twenty machine

excavated trial pits.



The exploratory hole locations were selected and set out by the Client and are shown on

Figures 1 to 3. The ground level and Universal Transverse Mercator (UTM) co-ordinates at

each exploratory hole were provided by the Client.

The trial pits, referenced TP001 to TP069, TP071 to TP113, TP007A, TP010A, TP011A,

TP021A, TP031A, TP032A, TP101A, and TP103A (Appendix A), were formed by a PC300

Aquadigger excavator with a 3.50m bucket mounted on a towable barge. The barge was

stationed at the coordinates provided by the Client and materials lifted to the barge for

logging and sampling. Trial pits TP070 and TP114 were not excavated as the seabed was

determined to be below the required depth for excavation.

Representative disturbed samples were taken and retained in sealed plastic bags and airtight

containers to retain moisture content. Hand vane tests were carried out in suitable cohesive

material; the results are presented on the trial pit logs and tabulated in Appendix A.

Photographs of the recovered material were taken and are presented in a separate

volume of this Report.

On completion all trial pits were backfilled with arisings compacted in suitable layers by

the excavator bucket.

On completion of fieldwork all samples were brought to this Company's laboratory for

testing and storage.

3.2 Logging

The logging of soils and rocks was carried out by an Engineering Geologist in general

accordance with BS5930:1999+A2:2010. A key to the exploratory hole logs is presented in

Appendix A.



The trial pits were logged from materials lifted to the surface. Detailed descriptions are

given in the trial pit logs, Appendix A, along with details of sampling and in situ testing.

3.3 Laboratory Testing

A schedule of laboratory tests was prepared by the Client, the following tests being carried

out in accordance with BS1377:1990, unless stated otherwise. The number in brackets refers

to the test number given in that standard. The results are presented in Appendix B.

The natural moisture content [Part 2:3.2] was determined on one hundred and eighty one

selected samples.

Liquid limit, plastic limit and plasticity index tests [Part 2:4.3, 5.3 and 5.4] were carried out

on one hundred and twenty three selected samples. An Atterberg line plot has also been

presented.

Particle size distributions were determined for one hundred and sixty six samples by wet

sieving [Part 2:9.2]. The fine fractions of one hundred and eighty one samples were

analysed by sedimentation using the pipette method [Part 2:9.4]. The results are

presented as grading curves.

The bulk density was determined on thirty three samples by the linear measurement

method [Part 2:7.2].

Unconsolidated undrained triaxial compression tests were carried out under a single cell

pressure on twenty seven specimens remoulded from bulk samples [Part 7:8]. Fully

saturated, φu = 0, conditions were assumed and the undrained cohesion, cu was taken as

half the deviator stress at failure.



Point load index tests were carried out on two selected rock samples in accordance with

ISRM (1985).

GEOTECHNICAL ENGINEERING LIMITED



4. REFERENCES

British Standards Institution (1999): Code of practice for site investigations. BS 5930

incorporating Amendments No. 1 & 2. Amendment 1 removes text superseded by BS EN ISO

14688-1:2002, BS EN ISO 14688-2:2004 and BS EN ISO 14689-1:2003, and makes reference to

the relevant standard for each affected sub clause. Amendment 2 removes text superseded

by BS EN 22475-1:2006 and makes reference to the relevant standard for each affected sub

clause.

British Standards Institution (1990): Methods of tests for soils for civil engineering purposes.

BS 1377 Parts 1-9.

ISRM Suggested method for determining point load strength, revision to ISRM suggested

method (1985). Pergamon Press.

Museum

Dir

Vict

ory

Hou

se

No.8

InnerRidge

Platters

Landguard

NW Beach

Fort

N Shelf

Shotley Spit

48

4746

4544

4342

41

40

39

38

37

36

3534

33

32A32

31A31

30

29

28

27

26

25

24

23

22

21A

21

2019

1817

1615

1413

12

11A

11

10A

10

9

8

7A

7

6

5

4

3

2

1

382000

382500

383000

383500

384000

384500

385000

385500

386000

386500

387000

387500

388000

388500

389000

389500

382000

382500

383000

383500

384000

384500

385000

385500

386000

386500

387000

387500

388000

388500

389000

389500

5753500

5754000

5754500

5755000

5755500

5756000

5756500

5757000

5757500

5758000

5758500

5753500

5754000

5754500

5755000

5755500

5756000

5756500

5757000

5757500

5758000

5758500

1°17'E 1°18'E 1°19'E 1°20'E 1°21'E 1°22'E 1°23'E

51°56'N

51°57'N

51°58'N

1°17'E 1°18'E 1°19'E 1°20'E 1°21'E 1°22'E 1°23'E

51°56'N

51°57'N

51°58'N

Site Investigation 2013

HARWICH CHANNEL

SAMPLE POINTS

Scale 1:10,000

HARWICH HAVEN AUTHORITY

CrossNo.1

No.8

No.6

80

79

78

77

76

7574

73

72

71

70

69

68

67

66

65

64

6362

6160

5958

5756

55

54

53

52

5150

4948

4746

4544

4342

41

389500

390000

390500

391000

391500

392000

392500

393000

393500

394000

394500

395000

395500

396000

396500

397000

389500

390000

390500

391000

391500

392000

392500

393000

393500

394000

394500

395000

395500

396000

396500

397000

5753000

5753500

5754000

5754500

5755000

5755500

5756000

5756500

5757000

5757500

5753000

5753500

5754000

5754500

5755000

5755500

5756000

5756500

5757000

5757500

1°24'E 1°25'E 1°26'E 1°27'E 1°28'E 1°29'E 1°30'E

51°55'N

51°56'N

51°57'N

1°24'E 1°25'E 1°26'E 1°27'E 1°28'E 1°29'E 1°30'E

51°55'N

51°56'N

51°57'N


HARWICH CHANNEL

SAMPLE POINTS

Scale 1:10,000


Cross

Harwich Approach

S Shipwash

Walker

N Threshold

SW Shipwash

Haven

113

112111

110109

108107

106105

104103

102101101A

100

99

98

97

96

95

94

93

9291

90

89

88

87

86

85

84

83

82

81

80

79

78

77

76

7574

73

114

396500

397000

397500

398000

398500

399000

399500

400000

400500

401000

401500

396500

397000

397500

398000

398500

399000

399500

400000

400500

401000

401500

5748500

5749000

5749500

5750000

5750500

5751000

5751500

5752000

5752500

5753000

5753500

5754000

5754500

5755000

5755500

5756000

5748500

5749000

5749500

5750000

5750500

5751000

5751500

5752000

5752500

5753000

5753500

5754000

5754500

5755000

5755500

5756000

1°30'E 1°31'E 1°32'E 1°33'E 1°34'E

51°53'N

51°54'N

51°55'N

51°56'N

1°30'E 1°31'E 1°32'E 1°33'E 1°34'E

51°53'N

51°54'N

51°55'N

51°56'N


HARWICH CHANNEL

SAMPLE POINTS

Scale 1:10,000


Contract 28343Site Harwich Channel

Trial Pit Number Easting Northing

(m) (m)TP001 382078 5758478TP002 381996 5758316TP003 382428 5757989TP004 382565 5758121TP005 382993 5757732TP006 382759 5757559TP007 383018 5757227

TP007A 383196 5757035TP008 383393 5757433TP009 383436 5756846TP010 383643 5757156

TP010A 383809 5756898TP011 383669 5756498

TP011A 383715 5756261TP012 383974 5756568TP013 383802 5756011TP014 384095 5755998TP015 383803 5755506TP016 384076 5755480TP017 383800 5755004TP018 384039 5754997TP019 383846 5754505TP020 384130 5754597TP021 384043 5754202

TP021A 384200 5754036TP022 384272 5754397TP023 384494 5754125TP024 384429 5753864TP025 384990 5754041TP026 385005 5753813TP027 385499 5754077TP028 385519 5753834TP029 385991 5754113TP030 386000 5753882TP031 386600 5754211

TP031A 386858 5754258TP032 386601 5753951

TP032A 386906 5754002

Trial Pit LocationsUniversal Transverse Mercator coordinates

provided by Client

Page 1 of 4



(m) (m)


provided by Client

TP033 387139 5754287TP034 387185 5754056TP035 387496 5754106TP036 387515 5754384TP037 387765 5754158TP038 387768 5754465TP039 387997 5754192TP040 388009 5754475TP041 388516 5754310TP042 388503 5754572TP043 389008 5754612TP044 389016 5754379TP045 389509 5754396TP046 389514 5754672TP047 390006 5754670TP048 390003 5754404TP049 390509 5754444TP050 390499 5754712TP051 390901 5754716TP052 390888 5754486TP053 391173 5754770TP054 391184 5754505TP055 391497 5754777TP056 391509 5754541TP057 391893 5754558TP058 391996 5754794TP059 392499 5754806TP060 392502 5754596TP061 393011 5754618TP062 393009 5754863TP063 393507 5754870TP064 393500 5754666TP065 393998 5755004TP066 393998 5754704TP067 394514 5755161TP068 394504 5754804

Page 2 of 4



(m) (m)


provided by Client

TP069 395007 5755293TP070 394986 5754872TP071 395516 5755410TP072 395478 5754975TP073 395995 5755485TP074 395997 5755071TP075 396499 5755167TP076 396502 5755576TP077 396995 5755205TP078 396991 5755731TP079 397499 5755854TP080 397497 5755331TP081 397991 5755154TP082 398006 5755770TP083 398497 5754920TP084 398587 5755522TP085 399126 5755345TP086 398991 5754720TP087 399644 5755010TP088 399489 5754499TP089 399991 5754338TP090 400269 5754779TP091 400233 5753992TP092 400661 5754082TP093 400393 5753490TP094 400877 5753608TP095 401083 5753169TP096 400615 5753001TP097 400759 5752475TP098 401274 5752682TP099 401433 5752189TP100 400993 5751980

TP101A 400955 5751487TP101 400913 5751521TP102 401362 5751490

TP103A 400933 5750990

Page 3 of 4



(m) (m)


provided by Client

TP104 401261 5750991TP105 400828 5750499TP106 401130 5750502TP107 400754 5749988TP108 401112 5749989TP109 400706 5749484TP110 401108 5749491TP111 400689 5748995TP112 401106 5748996TP113 400586 5748498TP114 401069 5748493

Page 4 of 4

FIELDWORK DATA

2834

3

APPENDIX A

Geotechnical Engineering Limited

2834

3

Soil

Backfill

ConcreteGranular

response zone

Estimated boundary Grading boundary


D* Contamination

C Core

B Bulk disturbed

U Undisturbed

LB Large bulk disturbed

UT Undisturbed thin wall

W Water

P Piston

D Small disturbed

X Dynamic

Test type

Cs Core subsample (prepared)

S SPT - Split spoon sampler followed by uncorrected SPT 'N' Value

C SPT - Solid cone followed by uncorrected SPT 'N' Value

Sample/core range/If

Dynamic sample

Undisturbed sample - open drive including thin wall. Symbol length reflects recovery

x x = Total Core Recovery (TCR) as percentage of core run

y y = Solid Core Recovery (SCR) as percentage of core run. Assessment of core is based on full diameter.

z z = Rock Quality Designation (RQD). The amount of solid core greater than 100mm expressed as percentage of core run.

Instrumentation

Where SPT has been carried out at beginning of core run, disturbed section of core excluded from SCR and RQD assessment.

If - fracture spacing - the average fracture spacing (mm) over the indicated length of core. Where spacing varies signficantly, the minimum,

average and maximum values are given. NI = non-intact core NA = not applicable

H Hand vane - direct reading in kPa - not corrected for BS1377 (1990). Re* denotes refusal

M Mackintosh probe - number of blows to achieve 100mm penetration

PP Pocket penetrometer - direct reading in kg/sq.cm

Vo Headspace vapour reading, uncorrected peak values in ppm, using a PID (calibrated with Isobutylene, using a 10.6eV bulb)

Sample type

Porous

tip

Perforated

standpipe

Doc. No. A01 Rev No. 14DC: JH

Logging

The logging of soils and rocks has been carried out in general accordance with BS 5930:1999 incorporating Amendments 1 (2006) & 2 (2010).Amendment 1 removes text superceded by BS ENO ISO 14688-1:2002, BS EN ISO 14688-2:2004 and BS EN ISO 14689-1:2003, and makesreference to the relevant standard for each affected sub clause. Amendment 2 removes text superceded by BS EN ISO 22475-1:2006 and makesreference to the relevant standard for each affected sub clause.

Chalk is logged in general accordance with Lord et al (2002) CIRIA C574. Where possible, dynamic samples in chalk have been logged inaccordance with CIRIA C574; descriptions and gradings should be treated with caution given the potential for sample disturbance.

For rocks the term fracture has been used to identify a mechanical break within the core. Where possible incipient and drilling induced fractures havebeen excluded from the assessment of fracture state. Where doubt exists, a note has been made in the descriptions. All fractures are considered tobe continuous unless otherwise reported.

Made Ground is readily identifiable when, within the material make up, man made constituents are evident. Where Made Ground appears to bereworked natural material the differentiation between in situ natural deposits and Made Ground is much more difficult to ascertain. The interpretationof Made Ground within the logs should therefore be treated with caution.

The descriptors "topsoil" and "tarmacadam" are used as generic terms and do not imply conformation to any particular standard or composition.

Bentonite

seal

Cement/

bentonite

grout

Stratum boundaries

KEY TO EXPLORATORY HOLE LOGS

General Comments

The process of drilling and sampling will inevitably lead to disturbance, mixing or loss of material in some soil and rocks.

Indicated water levels are those recorded during the process of drilling or excavating exploratory holes and may not represent standing water levels.

Legends are drawn in accordance with BS 5930:1999 incorporating Amendment 2.

All depths are measured along the axis of the borehole and are related to ground level at the point of entry.

Revision date: 01/07/13

(*250 - Where full test drive not completed, linearly extrapolated 'N' value reported, ** - Denotes no effective penetration)

-14.50

-14.80

-15.50

-15.80

-16.00

-16.50

0.50

0.80

1.50

1.80

2.00

2.50

1

2

3

D*

D

D*

D

D

D*

H 9

0.10

0.10

1.50

1.50

2.00

2.00

No recovery. Presumed very soft probably as below.

Very soft dark grey rarely mottled black slightly sandy clayey SILT with rarecobble sized pockets of light brown fine to coarse sand.

Very soft dark grey sandy SILT.

Structureless CHALK composed of slightly sandy silty, subangular fine to coarseGRAVEL. Gravel is very weak, low density and white. Matrix is white.

Greenish grey slightly gravelly clayey fine to coarse SAND. Gravel is angular torounded fine to coarse flint.

Structureless CHALK composed of white, slightly sandy gravelly SILT. Gravel isvery weak, low density, subangular fine to coarse off-white. With frequent angularto subrounded black flint.

Trial pit completed at 2.50m.

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1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

382078.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP001SITE


2.50 m

28343

5758478.0 -14.00mOD

EXPLORATORY HOLE LOGS SHOULD BE READ IN CONJUNCTION WITH KEY SHEETS

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

no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).

24 August 2013

24 August 2013

CLIENT


Northing

depth (m)description

Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.50

-16.00

-16.30

-16.50

0.50

1.50

2.00

2.30

2.50

1

2

3

4

D*

D

D*

B

D

D

D*

H 8

0.50

0.50

1.00

1.00

1.50

2.00

2.00

No recovery. Presumed very soft probably as below.

Very soft dark grey slightly sandy silty CLAY with rare cobble sized pockets oflight brown fine to coarse sand and frequent fine and medium gravel sized shellfragments.

Very stiff greenish grey locally slightly gravelly slightly sandy CLAY with mediumcobble content. Gravel is subangular to rounded fine to coarse flint. Cobbles aresubangular flint.

Dark greenish grey mottled orangish brown slightly sandy clayey subangular torounded fine to coarse flint GRAVEL with high cobble content. Cobbles aresubangular flint.

Structureless CHALK composed of white, slightly sandy gravelly SILT. Gravel isvery weak, low density, subangular fine to coarse. Matrix is off-white. Withfrequent angular to subrounded black flint.


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End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

381996.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP002SITE


2.50 m

28343

5758316.0 -14.00mOD



no/type


24 August 2013

24 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.50

-15.80

-16.00

-16.50

0.50

1.50

1.80

2.00

2.50

1

2

3

D

D*

D

D*

D*

D

H 111

1.00

1.00

1.50

1.50

2.00

2.00

No recovery. Presumed probably as below.

Grey sandy SILT.

Very soft dark grey slightly sandy CLAY.

Stiff closely fissured brown and grey silty CLAY.

Very stiff/hard bluish grey and reddish brown mottled yellowish brown sandy siltyCLAY over very stiff bluish grey and reddish slightly sandy silty CLAY.


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CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

382428.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP003SITE


2.50 m

28343

5757989.0 -14.00mOD



no/type


24 August 2013

24 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.00

-15.50

-16.00

-16.50

0.50

1.00

1.50

2.00

2.50

1

2

3

4

5

D*

D

D

D*

B

D

D

D*

0.50

0.50

1.00

1.00

1.00

1.50

2.00

2.00

No Recovery. Presumed probably as below.

Very soft brown slightly sandy clayey SILT.

Very soft grey sandy CLAY.

Stiff brownish grey and orangish brown sandy CLAY.

Greenish grey mottled reddish brown and yellowish brown sandy silty CLAY.


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7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

382565.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP004SITE


2.50 m

28343

5758121.0 -14.00mOD



no/type


24 August 2013

24 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-17.00

1.00

2.00

1

2

3

4

5

6

D*

D

D*

D

D

D*

BD*

D

B

H 34

0.10

0.10

0.50

1.00

1.50

1.50

1.502.00

2.00

2.00

Very soft light brown rarely mottled bluish grey slighty sandy CLAY.

Very stiff bluish grey and orangish brown slightly sandy silty CLAY.

1.50 - 2.00m: Becoming mottled reddish brown.


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8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

382993.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP005SITE


2.00 m

28343

5757732.0 -15.00mOD



no/type


23 August 2013

23 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.50

-16.50

0.50

1.50

2.50

1

2

3

4

D*

D

D

D*

B

D*

B

H 128

0.10

0.10

0.60

1.00

1.50

1.50

1.75

1.80

No recovery, presumed very soft probably as below.

Very soft brownish grey locally black slightly sandy SILT.

1.00 - 1.50m: Becoming clayey.

1.10m: Slightly sandy silty organic clay.

Stiff to very stiff green mottled orangish brown and reddish brown very sandyCLAY with rare fine gravel.

2.00 - 2.50m: Becoming mottled reddish brown and yellowish brown.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:0

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

382759.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP006SITE


2.50 m

28343

5757559.0 -14.00mOD



no/type


23 August 2013

23 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.30

-15.70

-16.50

0.50

1.30

1.70

2.50

1

2

34

5

6

B

D

D*

D*

BD

B

B

D*

H 19

0.30

0.30

0.30

0.30

0.75

0.900.90

1.30

1.90

1.90


Very soft dark grey locally black slightly sandy clayey SILT.

0.90 - 1.30m: Becoming sandy and slightly gravelly. Gravel is subangular andsubrounded fine and medium shells and flint.

Greyish brown gravelly fine and medium SAND. Gravel is subangular andsubrounded fine to coarse flint and sandstone.1.40m: Slightly sandy silty clay.

Greyish brown gravelly fine to coarse SAND. Gravel is subangular andsubrounded fine and medium rarely coarse flint.

1.90m: Silty fine sand.

2.30m: Slightly silty very sandy subangular and subrounded fine and mediumgravel.


Geo

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16

/04/

2014

14:

44:1

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383018.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP007SITE


2.50 m

28343

5757227.0 -14.00mOD



no/type


26 August 2013

26 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.502.30

H>130

H 85

H 115

H>130

0.30

0.80

1.30

1.80

Very stiff locally stiff extremely closely fissured dark greenish grey and bluish greyslightly sandy silty CLAY.

2.10 - 2.30m: Becoming friable.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:1

3 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383196.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP007ASITE


2.30 m

28343

5757035.0 -14.20mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).Samples not taken at request of client.

1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.80

-15.75

-16.50

0.20

1.15

1.90

1

2

3

4

D*

B

B

D*

B

B

D*

H 109

0.40

0.40

0.80

1.10

1.40

1.90

1.90

Soft dark grey locally light brownish grey sandy SILT.

Stiff extremely closely fissured greenish brown and light bluish grey slightly sandysilty CLAY.0.30 - 0.50m: Slightly gravelly. Gravel is subrounded medium flint.

0.90 - 1.15m: Becoming light pinkish brown locally orangish brown.

Stiff indistinctly laminated dark grey mottled greenish brown sandy clayey SILT.

1.40m: Slightly sandy silty clay. Triaxial shear strength 102kPa


Geo

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16

/04/

2014

14:

44:1

4 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383393.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP008SITE


1.90 m

28343

5757433.0 -14.60mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).Undrained triaxial compression tests carried out on 38mm diameterremoulded samples.

1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.35

-16.50

0.15

1.75

1.90

1

2

3

4

5

D

B

B

B

D

H 88

H>140

H 117

H 83

0.10

0.10

0.30

0.75

0.75

1.25

1.60

1.80

1.80

Dark yellowish brown speckled off white sandy very clayey angular to subroundedfine to coarse flint GRAVEL.

Stiff locally very stiff extremely closely fissured orangish brown and bluish greyslightly sandy silty CLAY.

0.75m: Triaxial shear strength 142kPa.

Reddish brown slightly clayey fine and medium SAND.1.80m: Sandy clay.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:1

6 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383436.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP009SITE


1.90 m

28343

5756846.0 -14.60mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.20

-16.50

1.20

2.50

1

2

3

4

D

D*

D

B

D*

B

H 40

H>140

H>140

0.20

0.30

0.50

0.75

1.30

1.30

1.90

2.30

2.30

Soft greyish brown locally dark grey slightly sandy clayey SILT.

0.20m: Slightly sandy organic clay.

0.95 - 1.20m: With frequent partings of soft light brown CLAY.

Stiff and very stiff brownish grey and bluish grey locally dark grey slightly sandysilty CLAY.1.30m: Triaxial shear strength 79kPa.


Geo

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ring

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16

/04/

2014

14:

44:1

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383643.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP010SITE


2.50 m

28343

5757156.0 -14.00mOD



no/type


26 August 2013

26 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-16.50

0.30

1.90

H 85

H 114

H>130

0.75

1.20

1.75


Stiff becoming very stiff extremely closely fissured dark greenish grey and bluishgrey slightly sandy silty CLAY.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:1

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383809.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP010ASITE


1.90 m

28343

5756898.0 -14.60mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).No samples at request of client.

1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.40

-16.50

1.40

1.50

1

2

B

B

H 77

H 126

H>140

0.10

0.30

0.75

1.30

Firm to stiff becoming very stiff very closely fissured light bluish grey and orangishbrown locally dark bluish grey slightly sandy slightly gravelly silty CLAY. Gravel isangular to subrounded fine to coarse flint.


Dark reddish brown slightly clayey fine and medium SAND.


Geo

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16

/04/

2014

14:

44:2

0 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383669.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP011SITE


1.50 m

28343

5756498.0 -15.00mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.502.00

H>140

H>140

H>140

H>140

0.25

0.60

1.20

1.75

Very stiff thinly laminated very closely fissured orangish brown and bluish greyslightly sandy silty CLAY.

1.00 - 2.00m: Locally dark bluish grey.


Geo

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16

/04/

2014

14:

44:2

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383715.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP011ASITE


2.00 m

28343

5756261.0 -14.50mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).No samples at request of client.

1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.60

-16.50

0.10

2.00

12

3

4

D*

D*

DD

B

B

D*

H 79

H>140

0.15

0.15

0.80

0.801.00

1.30

1.60

1.90

1.90

Very soft grey slightly gravelly sandy SILT. Gravel is subangular and subroundedflint.

Stiff very closely fissured light bluish grey slightly sandy slightly gravelly siltyCLAY. Gravel is subrounded medium flint.

0.10 - 0.50m: With closely spaced partings of dark grey silt.

0.80m: Slightly sandy silty clay.

1.10 - 1.30m: Locally very sandy.

1.60 - 2.00m: Becoming very stiff.


Geo

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16

/04/

2014

14:

44:2

3 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383974.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP012SITE


2.00 m

28343

5756568.0 -14.50mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.502.10

1

2

B

B

H>140

H>140

H>140

0.20

0.25

0.60

1.20

1.20

Stiff and very stiff thickly laminated closely fissured orangish brown and bluishgrey slightly sandy silty CLAY.0.00 - 0.50m: Locally sandy.0.20m: Triaxial shear strength 78kPa.

0.50 - 1.00m: Becoming thinly laminated and friable.

1.80 - 2.00m: Becoming dark bluish grey and dark orangish brown.


Geo

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16

/04/

2014

14:

44:2

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383802.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP013SITE


2.10 m

28343

5756011.0 -14.40mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.70

-16.50

0.20

2.00

1

2

3

4

D*

D

D*

B

B

D*

B

H>140

H>140

H>140

0.40

0.40

0.90

0.90

0.90

1.40

1.40

1.80

1.80

1.80


Very stiff orangish brown and light bluish grey locally yellowish brown slightlysandy clayey SILT.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:2

6 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384095.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP014SITE


2.00 m

28343

5755998.0 -14.50mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.80

-15.40

-16.50

0.10

0.70

1.80

1

2

B

B H>140

0.40

1.40

Very soft grey locally brownish grey sandy SILT.

Soft to firm yellowish brown mottled bluish grey slightly sandy silty CLAY.

Very stiff extremely closely fissured orangish brown and bluish grey slightly sandysilty CLAY.

1.40m: stiff and very stiff. Triaxial shear strength 73kPa.


Geo

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ring

Ltd,

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16

/04/

2014

14:

44:2

8 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383803.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP015SITE


1.80 m

28343

5755506.0 -14.70mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-15.75

-16.00

-16.50

0.50

0.75

1.00

1.50

1

2

3

4

5

6

7

D*

D

B

D*

D

D

B

D

B

D*

0.20

0.20

0.40

0.60

0.60

0.90

0.90

1.30

1.30

1.40

Soft dark bluish grey locally brownish grey slightly sandy locally sandy clayeySILT.

0.20m: slightly sandy organic clay.

Soft light brownish grey locally greenish brown slightly sandy locally sandy siltyCLAY.

Yellowish brown locally brown slightly clayey slightly silty fine and medium SAND.

Very stiff greyish brown locally dark grey slightly sandy locally sandy silty CLAY.


Geo

tech

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ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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J G

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16

/04/

2014

14:

44:2

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384076.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP016SITE


1.50 m

28343

5755480.0 -15.00mOD



no/type


26 August 2013

26 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.50

1

2

3

D

D*

D

D

D*

D*

H >130

0.00

0.00

0.50

1.00

1.00

1.50

- 0.50

- 1.00

- 1.50

Hard closely fissured brown mottled bluish grey silty CLAY.

1.00 - 1.50m: Bluish grey mottled brown.


Geo

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ring

Ltd,

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GP

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16

/04/

2014

14:

44:3

0 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383800.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP017SITE


1.50 m

28343

5755004.0 -15.00mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.50

0.50

2.00

1

2

3

4

D

D*

D*

D

D*

D

D

D*

H 117

0.00

0.10

0.50

0.50

1.00

1.00

1.50

2.00

- 0.50

- 1.00

- 1.50

- 2.00

Very soft dark grey slightly sandy silty organic CLAY.

Stiff brown mottled grey slightly sandy slightly gravelly silty CLAY. Gravel issubangular fine and medium siltstone.

1.50 - 2.00m: Closely fissured.


Geo

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ring

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GP

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J G

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16

/04/

2014

14:

44:3

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384039.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP018SITE


2.00 m

28343

5754997.0 -14.50mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-16.50

0.30

1.70

1

2

3

D*

D

D

D*

D

D*

H 116

H >130

0.00

0.50

1.00

1.00

1.50

1.60

Very stiff closely fissured brown mottled bluish grey silty CLAY with rare yellowishbrown silt partings (<1mm diam).

Hard closely fissured brown mottled grey silty CLAY with rare yellowish brown siltpartings (<1mm diam).

0.50 - 1.00m: slightly sandy with rare weak light grey siltstone bands (<20mmdiam).

1.00 - 1.50m: Mottled reddish brown.


Geo

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ring

Ltd,

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52 5

2774

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28

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GP

J T

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J G

EO

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CH

.GLB

16

/04/

2014

14:

44:3

3 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

383846.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP019SITE


1.70 m

28343

5754505.0 -14.80mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.40

1

2

3

D

D

D

0.25

0.75

1.00

Very stiff brown mottled bluish grey slightly sandy silty CLAY with rare fine andmedium gravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:3

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384130.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP020SITE


1.40 m

28343

5754597.0 -15.10mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.00

-16.50

0.40

0.90

1.40

1

2

3

D

D

D

H 109

H 101

0.25

0.75

1.25

Very stiff fissured brown mottled bluish grey locally slightly gravelly silty CLAYwith rare trace fossil burrows (3x10mm). Gravel is subangular and subroundedfine to coarse siltstone.

Stiff fissured brown locally mottled grey silty CLAY.

Stiff fissured brown mottled bluish grey locally slightly sandy slightly gravellyCLAY. Gravel is subangular and subrounded fine and medium siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:3

6 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384043.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP021SITE


1.40 m

28343

5754202.0 -15.10mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.00

-16.50

0.50

1.00

1.50

1

2

3

D

D

D

H 115

H 119

0.00

0.50

1.00

Firm closely fissured brown mottled bluish grey slightly sandy slightly gravelly siltyCLAY.

Stiff fissured brown locally mottled grey silty CLAY.

Stiff fissured brown mottled bluish grey locally slightly gravelly silty CLAY. Gravelis subangular and subrounded fine and medium siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:3

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384200.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP021ASITE


1.50 m

28343

5754036.0 -15.00mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-15.10

-16.50

0.30

0.40

1.80

1

2

3

4

D*

B

D

D*

D

D*

D

H 103

H >130

0.10

0.10

0.80

1.00

1.25

1.60

1.75

Very soft brown slightly sandy slightly gravelly CLAY. Gravel is rounded tosubrounded fine to coarse flint.

Firm brown mottled bluish grey slightly sandy SILT.

Very stiff brown mottled bluish grey slightly gravelly silty CLAY. Gravel is reddishbrown subangular fine and medium siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:3

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384272.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP022SITE


1.80 m

28343

5754397.0 -14.70mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.00

1

2

B

B

H 125

H 122

0.30

0.40

0.70

0.70

Stiff closely fissured light pinkish brown and light bluish grey slightly sandy siltyCLAY.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384494.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP023SITE


1.00 m

28343

5754125.0 -15.50mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-15.50

-16.50

0.30

0.70

1.70

1

2

3

4

D

D*

B

D*

D

D

D*

0.25

0.50

0.60

1.00

1.25

1.60

1.65

Very soft dark grey slightly sandy organic CLAY.

Light brown silty fine to medium SAND.

Very stiff closely fissured orangish brown and bluish grey slightly sandy siltyCLAY.

1.00 - 1.50m: Rarely mottled reddish brown.

1.50 - 2.00m: Brown rarely mottled bluish grey and reddish brown.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

2 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384429.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP024SITE


1.70 m

28343

5753864.0 -14.80mOD



no/type


1 September 2013

1 September 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.80

-14.95

-16.25

-16.50

0.10

0.25

1.55

1.80

1

2

3

4

5

D

D

B

B

B

H 98

0.05

0.20

0.70

1.00

1.25

1.80

Soft dark brownish grey slightly sandy slightly gravelly CLAY. Gravel is angular tosubrounded fine and medium flint.

Greyish brown sandy SILT.

Stiff indistinctly laminated very closely fissured dark orangish brown and lightbluish grey slightly sandy silty CLAY.

0.50m: Weak subrounded sandstone cobble.0.50 - 1.00m: Locally sandy.

0.70m: slightly sandy clayey silt. Triaxial shear strength 88kPa.

Dark yellowish brown very silty fine and medium SAND.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

4 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

384990.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP025SITE


1.80 m

28343

5754041.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.50

0.05

1.80

1

2

3

D

D

D

H 105 0.25

1.25

1.75

Very soft dark grey slightly sandy slightly gravelly SILT with rare fine to coarsegravel sized shells and shell fragments. Gravel is subangular and subroundedfine to coarse flint.

Very stiff closely fissured orangish brown and bluish grey slightly sandy slightlygravelly silty CLAY. Gravel is subangular fine to coarse yellowish brown siltstone.

0.50m: Thickly laminated.

1.00 - 1.50m: Mottled reddish brown.

1.50m: Rarely mottled reddish brown.

1.80m: 1 no boulder of weak brown poorly cemented sandstone 600x300x15mm.Trial pit completed at 1.80m.

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

5 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

385005.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP026SITE


1.80 m

28343

5753813.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.60

-16.25

-16.50

0.30

0.95

1.20

1

2

3

B

D*

B

D*

D*

D

H 105

H>140

0.10

0.10

0.25

0.70

0.70

0.90

1.00

1.10

Stiff indistinctly laminated closely fissured light pinkish brown and light bluish greyslightly sandy silty CLAY.

Firm light orangish brown very sandy silty CLAY.


Very stiff indistinctly laminated extremely closely fissured dark brown and lightbluish grey slightly sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

385499.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP027SITE


1.20 m

28343

5754077.0 -15.30mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.60

-15.80

-15.90

-16.00

-16.50

0.30

0.50

0.60

0.70

1.20

1

2

3

B

B

B

0.20

0.70

1.10

Very stiff closely fissured orangish brown and bluish grey silty CLAY.


Brown silty fine and medium SAND.






Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:4

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

385519.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP028SITE


1.20 m

28343

5753834.0 -15.30mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.60

-15.70

-16.50

0.10

0.20

1.00

1

2

3

4

D

D

B

B

0.05

0.15

0.40

0.80

Dark brownish grey locally black very clayey very sandy subangular tosubrounded fine and medium shell GRAVEL.

Brownish grey very clayey fine and medium SAND.

Dark yellowish brown slightly clayey sandy angular to subrounded fine to coarseflint and subangular and subrounded fine and medium shell GRAVEL.

0.50 - 1.00m: With high flint cobble content and sandstone boulder(900x450x200mm)


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

0 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

385991.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP029SITE


1.00 m

28343

5754113.0 -15.50mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

1.00

1.50

1

2

3

4

B

B

B

D

0.00

0.50

1.00

1.00

- 0.50

- 1.00

- 1.00

- 1.50

Brown clayey very sandy subangular to rounded fine to coarse flint GRAVEL.

0.30 - 0.34m: Dark grey subangular to rounded fine to coarse flint.

0.40m: 1 no boulder of brown sandstone (300x200x50mm).

Firm to very stiff light brown and grey slightly sandy slightly gravelly silty CLAY.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

2 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

386000.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP030SITE


1.50 m

28343

5753882.0 -15.00mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

0.70

1.20

1

2

3

B

B

B

0.25

0.65

1.10

Brown slightly silty very gravelly fine to coarse SAND. Gravel is subangular torounded fine to coarse flint.

0.20 - 0.70m: Light brown.

Brown sandy subangular to rounded fine to coarse flint GRAVEL.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

386600.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP031SITE


1.20 m

28343

5754211.0 -15.30mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.70

-16.50

0.20

2.00

1

2

3

4

D

B

B

B

H 115

H 105

H>140

H 108

0.10

0.40

0.40

0.70

0.70

1.20

1.20

1.70

Dark greyish brown clayey very gravelly fine to coarse SAND. Gravel is angular tosubrounded fine to coarse flint and subrounded fine shells.

Stiff indistinctly laminated extremely closely fissured locally friable light pinkishbrown and light bluish grey slightly sandy slightly gravelly silty CLAY. Gravel issubangular and subrounded fine and medium shells and flint.0.40m: Firm silty clay. Triaxial shear strength 48kPa.0.50 - 2.00m: Locally very stiff and reddish brown.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

386858.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP031ASITE


2.00 m

28343

5754258.0 -14.50mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.502.00

1

2

3

4

5

D

B

D

B

B

0.10

0.30

0.60

1.20

1.75

Dark yellowish brown gravelly fine to coarse SAND. Gravel is angular tosubrounded fine to coarse flint and subrounded coarse sandstone.0.10m: Slightly silty very sandy gravel.

1.00 - 1.90m: With rare subangular flint cobbles.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

386601.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP032SITE


2.00 m

28343

5753951.0 -14.50mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

1

2

3

D

B

D

H 77

H 123

H>120

0.20

0.20

0.40

0.75

0.75

1.25

Stiff extremely closely fissured light pinkish brown and light bluish grey slightlysandy silty CLAY.

0.20m: silty clay.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

8 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

386906.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP032ASITE


1.30 m

28343

5754002.0 -15.20mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.30

-16.50

0.40

1.70

1.90

1

2

3

4

B

B

B

D

0.75

1.25

1.60

1.80

Brown slightly silty gravelly fine to coarse SAND with frequent fine and mediumgravel sized shell fragments. Gravel is subangular and subrounded fine to coarseflint.0.00 - 0.15m: 1 no boulder of brown sandstone, 700x600x150mm.

Light brown silty fine and medium SAND.

1.50 - 1.80m: With low cobble content. Cobbles are tabular sandstone.

Thickly laminated bluish grey and dark bluish grey very clayey fine and mediumSAND with low cobble content. Cobbles are tabular sandstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

44:5

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387139.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP033SITE


1.90 m

28343

5754287.0 -14.60mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.70

1

2

3

B

B

B

H>140

H>140

H>140

0.20

0.25

1.25

1.25

1.65

Very stiff very closely fissured locally friable light pinkish brown and light bluishgrey slightly sandy slightly gravelly silty CLAY. Gravel is subrounded fine andmedium siltstone.0.00 - 0.10m: With subrounded medium flint and shell gravel.0.20m: Stiff. Triaxial shear strength 100kPa.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:0

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387185.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP034SITE


1.70 m

28343

5754056.0 -14.80mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.25

-15.45

-16.50

0.55

0.75

1.80

1

2

3

B

B

B

H 114

H 127

0.10

0.60

0.90

1.05

1.55

Dark yellowish brown locally orangish brown gravelly fine to coarse SAND withfrequent tabular coarse sandstone cobbles. Gravel is subangular and subroundedfine and medium shells and angular to subrounded medium and coarse flint.

0.30 - 0.55m: Becoming very gravelly.

Dark greenish grey locally brownish grey slightly silty fine to coarse SAND.

Stiff and very stiff closely fissured locally friable light pinkish brown and lightbluish grey slightly sandy slightly gravelly locally gravelly silty CLAY. Gravel isangular to subrounded medium flint and subangular to subrounded fine andmedium shells and siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:0

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387496.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP035SITE


1.80 m

28343

5754106.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.15

-16.50

1.25

1.60

1

2

3

B

B

B

0.25

0.75

1.25

Grey slightly clayey very gravelly fine to coarse SAND. Gravel is subangular torounded fine to coarse flint and quartzite.

Grey gravelly SILT with frequent fine to coarse gravel sized shell fragments.Gravel is subangular to rounded fine to coarse flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:0

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387515.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP036SITE


1.60 m

28343

5754384.0 -14.90mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-15.25

-15.50

-16.50

0.30

0.55

0.80

1.80

1

2

3

4

D

D*

B

B

D*

B

H>140

0.10

0.10

0.40

0.70

0.70

1.20

1.75

Dark yellowish brown and dark grey slightly gravelly silty fine to coarse SAND withfrequent medium gravel size pockets of orangish brown clay. Gravel issubangular and subrounded fine to coarse shells and subrounded fine andmedium sandstone.

Very soft to stiff very closely fissured locally friable light pinkish brown and lightbluish grey slightly sandy locally gravelly silty CLAY. Gravel is subangular andsubrounded fine to coarse shells.0.40m: Triaxial shear strength 30kPa.

Dark greenish grey very clayey gravelly fine to coarse SAND. Gravel is angular tosubrounded predominately coarse flint and subangular and subrounded fine tocoarse shells.

Firm to stiff becoming very stiff light pinkish brown and light bluish grey slightlysandy gravelly CLAY. Gravel is angular to subangular fine to coarse flint andsubrounded fine shells.

1.30 - 1.80m: Becoming locally gravelly.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

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28

343.

GP

J T

RIA

LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:0

6 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387765.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP037SITE


1.80 m

28343

5754158.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.50

0.30

1.80

1

2

3

4

D

D

D

D

H>130

0.25

0.50

0.75

1.25

1.75

Very stiff friable orangish brown rarely mottled grey slightly sandy slightly gravellysilty CLAY locally tending to extremely weak siltstone.0.00 - 0.20m: With a low boulder content. Boulders are tabular sandstone(600x300x30mm) with vegetation and organisms attached.

Very stiff brown, bluish grey mottled reddish brown and orangish brown slightlysandy slightly gravelly silty CLAY. Gravel is subangular fine and medium siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:0

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387768.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP038SITE


1.80 m

28343

5754465.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.70

-16.10

-16.50

0.60

1.00

1.40

1

2

3

4

B

B

D

B

H 75 0.25

0.50

0.70

0.80

1.25

Firm to stiff extremely closely fissured light orangish brown mottled light bluishgrey slightly sandy silty CLAY.

Dark yellowish brown very silty fine rarely medium SAND.

Firm to stiff indistinctly laminated extremely closely fissured friable light orangishbrown mottled light bluish grey slightly sandy locally sandy silty CLAY.

1.25m: Firm. Triaxial shear strength 65kPa.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:0

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

387997.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP039SITE


1.40 m

28343

5754192.0 -15.10mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-15.10

-16.00

-16.50

0.30

0.40

1.30

1.80

1

2

3

B

B

B

0.25

0.75

1.25

No recovery, probably as below.


Very stiff brown mottled reddish brown and bluish grey slightly gravelly CLAY.Gravel is subangular and subrounded fine and medium siltstone.

Orangish brown rarely mottled bluish grey silty fine and medium SAND.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:1

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

388009.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP040SITE


1.50 m

28343

5754475.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-16.50

0.20

1.80

1

2

3

4

D

D

B

B

H 93

0.10

0.30

0.75

0.75

1.25

Dark grey clayey gravelly fine to coarse SAND. Gravel is subangular andsubrounded fine shells and subrounded fine flint.

Firm orangish brown and dark grey slightly sandy slightly gravelly silty CLAY.

0.75m: Stiff.

1.00 - 1.80m: Becoming stiff closely fissured friable.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:1

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

388516.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP041SITE


1.80 m

28343

5754310.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-15.50

-16.30

-16.50

0.20

0.80

1.60

1.80

1

2

3

4

5

6

B

D

B

B

B

D

0.25

0.25

0.75

1.25

1.50

1.70

Grey slightly gravelly silty fine to coarse SAND with frequent fine to coarse gravelsized shell fragments. Gravel is subangular to rounded fine to coarse flint.

Light brown slightly silty silty fine and medium SAND.

0.30 - 0.80m: Bluish grey.

Light brown laminated bluish grey and orangish brown silty fine to coarse SANDwith frequent fine to coarse gravel sized shell fragments

Very stiff thickly laminated silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:1

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

388503.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP042SITE


1.80 m

28343

5754572.0 -14.70mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.90

1

2

3

4

D

D

D

D

H 123

H 111

H 97

0.25

0.75

1.25

1.75

Very stiff orangish brown and bluish grey silty CLAY with rare fine to coarse gravelsized pockets of off-white fine and medium sand.

0.50 - 2.00m: Closely fissured.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:1

5 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

389008.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP043SITE


1.90 m

28343

5754612.0 -14.60mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.50

1B

H 120

H 105

H 132

0.30

0.80

1.25

1.25

Stiff pinkish brown and light bluish grey slightly sandy silty CLAY.

0.50 - 1.50m: Becoming gravelly. Gravel is subrounded coarse siltstone.

1.25m: Slightly sandy very gravelly silty clay. Gravel is subrounded fine siltstone.Triaxial shear strength 111kPa.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:1

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

389016.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP044SITE


1.50 m

28343

5754379.0 -15.00mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.90

1

2

3

B

B

B

H 72

H 70

H 89

H 11

0.30

0.40

0.60

0.70

1.25

1.30

1.75

Firm locally friable light orangish brown slightly sandy slightly gravelly clayey SILTwith high siltstone cobble content. Gravel is subrounded fine and mediumsiltstone.


1.50m: Siltstone boulder (480x230x70mm).1.50 - 2.00m: Becoming sandy locally very sandy.

1.75m: Very soft.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

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LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:1

8 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

389509.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP045SITE


1.90 m

28343

5754396.0 -14.60mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-15.10

-15.60

-16.05

-16.50

0.10

0.30

0.80

1.25

1.70

1

2

3

4

D

D

D

D

0.20

0.70

1.25

1.60

Very soft brown slightly sandy silty CLAY.

Firm orangish brown rarely mottled grey slightly sandy silty CLAY.

Very stiff orangish brown mottled bluish grey slightly sandy slightly gravelly siltyCLAY.

Hard brown mottled bluish grey sandy SILT.

Hard brown rarely mottled bluish grey slightly sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:1

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

389514.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP046SITE


1.70 m

28343

5754672.0 -14.80mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.50

1

2

D*

B

B

D*

H>140

H>140

0.10

0.25

0.30

0.70

0.90

Very stiff indistinctly laminated very closely fissured light reddish brown mottledlight bluish grey slightly sandy silty CLAY.


0.50 - 1.50m: Becoming extremely closely fissured and locally friable.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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LJH

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J G

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.GLB

16

/04/

2014

14:

45:2

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390006.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP047SITE


1.50 m

28343

5754670.0 -15.00mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-15.70

-16.20

-16.50

0.60

1.20

1.70

2.00

1

2

3

4

B

B

D

D

H 119

H 125

H>140

0.30

0.75

0.75

1.10

1.40

1.80

1.80

Firm friable orangish brown slightly sandy silty CLAY.


Firm and stiff extremely closely fissured orangish brown mottled light bluish greyslightly sandy silty CLAY.0.75m: Triaxial shear strength 39kPa.

Firm friable orangish brown slightly sandy silty CLAY.

Very stiff extremely closely fissured orangish brown mottled light bluish greyslightly sandy silty CLAY.1.80 - 2.00m: Becoming dark brown


Geo

tech

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l Eng

inee

ring

Ltd,

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52 5

2774

3

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GP

J T

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LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:2

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390003.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP048SITE


2.00 m

28343

5754404.0 -14.50mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-15.75

-16.35

-16.50

0.30

0.55

1.15

1.30

Dark grey thickly laminated slightly sandy clayey SILT with strong organic odour.

Dark yellowish brown slightly gravelly fine to coarse SAND. Gravel is subangularand subrounded fine shells and flint.

Dark grey locally black thickly laminated slightly sandy clayey SILT with strongorganic odour.

Dark brownish grey slightly gravelly fine to coarse SAND. Gravel is subangularand subrounded fine shells and flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:2

4 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390509.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP049SITE


1.50 m

28343

5754444.0 -15.20mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.On completion, the trial pit was backfilled with materials arising.Sample depths are relative to top of recovery.Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).Samples not taken at request of client.

30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-15.60

-16.50

0.30

0.80

1.70

1

2

3

4

D

D

D

D

H 38

H 15

H 23

0.25

0.75

1.00

1.50

Very soft brown mottled grey sandy CLAY with cobble sized pockets of fine tocoarse sand.0.00 - 0.05m: Slightly gravelly. Gravel is subangular to rounded fine to coarseflint.0.25m: Sandy slightly gravelly silty clay.

Firm brown mottled grey sandy silty CLAY with cobble sized pockets of fine tocoarse sand.

0.75m: Soft slightly sandy slightly gravelly silty clay.

Firm grey very sandy CLAY with frequent <5mm off-white sand partings.

1.00m: Very soft slightly sandy silty clay.

1.50m: Soft.


Geo

tech

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l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:2

6 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390499.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP050SITE


1.70 m

28343

5754712.0 -14.80mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.50

0.30

1.30

1

3

2

4

D

B

D

D

0.25

0.75

0.75

1.25

Very soft thickly laminated dark grey slightly sandy silty CLAY with frequent fine tocoarse gravel sized shell and shell fragments.

Dark grey silty very sandy subangular and subrounded fine to coarse flintGRAVEL with frequent fine to coarse gravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:2

7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390901.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP051SITE


1.30 m

28343

5754716.0 -15.20mOD



no/type


31 August 2013

31 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-16.30

-16.50

0.40

1.60

1.80

1

2

3

4

5

D

B

D

B

B

H 23

H>140

0.25

0.70

0.70

1.20

1.50

1.70

Soft thinly laminated dark grey locally dark bluish grey slightly sandy slightlygravelly clayey SILT. Gravel is subangular and subrounded fine rarely mediumand coarse shells and subangular medium flint.

Dark brownish grey locally yellowish brown slightly clayey very sandy subangularand subrounded fine to coarse flint GRAVEL.

1.50 - 1.60m: Becoming very gravelly.

Stiff and very stiff very closely fissured light brown mottled light bluish grey slightlysandy silty CLAY with rare decomposed roots (<5mm).1.70m: Triaxial shear strength 79kPa.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:2

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

390888.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP052SITE


1.80 m

28343

5754486.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.60

-15.00

-15.50

-16.50

0.10

0.50

1.00

2.00

1

2

3

4

D

D

D

D

0.00

0.50

1.00

1.50

- 0.50

- 1.00

- 1.50

- 2.00

Very soft dark grey slightly gravelly sandy SILT. Gravel is subangular to roundedfine to coarse flint.

Very stiff orangish brown rarely mottled bluish grey slightly sandy silty CLAY.

Hard brown rarely mottled bluish grey slightly sandy silty CLAY with rare fine andmedium gravel sized black mottling.

Hard orangish brown locally mottled grey slightly sandy silty CLAY with rare fineand medium gravel sized calcareous nodules.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:3

0 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391173.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP053SITE


2.00 m

28343

5754770.0 -14.50mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.30

-15.50

-15.70

-16.20

-16.50

0.10

0.30

0.50

1.00

1.30

1B

H 70

H 100

H 72

0.25

0.75

1.25

1.25

Strong dark reddish brown and light grey subrounded tabular fine sandstoneCOBBLES.

Stiff thinly laminated light bluish grey and light brown slightly sandy silty CLAYwith closely spaced thick laminae of medium sand.

Firm to stiff light bluish grey indistinctly laminated slightly sandy locally sandy siltyCLAY.

Firm to stiff indistinctly laminated light bluish grey and light brown slightly sandysilty CLAY with very closely to closely spaced thick laminae of fine and mediumsand.

Firm to stiff light bluish grey and light brown thickly laminated slightly sandy locallysandy silty CLAY with low sandstone boulder content.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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J G

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16

/04/

2014

14:

45:3

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391184.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP054SITE


1.30 m

28343

5754505.0 -15.20mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

1.30

1.80

1

2

3

4

D

D

D

D

H 97

H 109

0.25

0.75

1.25

1.75


Very stiff/hard brownish grey and grey slightly sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

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.GLB

16

/04/

2014

14:

45:3

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391497.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP055SITE


1.80 m

28343

5754777.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.40

1

2

3

D

D

B

0.10

0.30

1.25

Firm to stiff very closely fissured light brown mottled bluish grey slightly sandylocally sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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LJH

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J G

EO

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.GLB

16

/04/

2014

14:

45:3

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391509.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP056SITE


1.40 m

28343

5754541.0 -15.10mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.85

-16.50

0.15

0.80

1

2

3

4

D

D*

D

B

D

D*

0.10

0.30

0.40

0.40

0.75

0.75

Soft thinly interlaminated dark grey and light grey sandy SILT.

Yellowish brown silty fine to coarse SAND.

0.15 - 0.35m: Slightly gravelly. Gravel is subangular and subrounded fine shells.

0.50 - 1.00m: Becoming clayey.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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LJH

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J G

EO

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.GLB

16

/04/

2014

14:

45:3

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391893.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP057SITE


0.80 m

28343

5754558.0 -15.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.80

-16.50

0.80

1.50

1

2

34

5

D

D

BD

B

0.00

0.50

0.801.00

1.00

- 0.50

- 0.80

- 1.00- 1.50

- 1.50

Very stiff orangish brown and bluish grey slightly sandy silty CLAY.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:3

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

391996.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP058SITE


1.50 m

28343

5754794.0 -15.00mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.70

1

2

3

4

D

D

D

D

H 114 0.25

0.75

1.25

1.60

Stiff orangish brown and bluish grey slightly sandy silty CLAY.

0.50 - 1.00m: Very stiff with rare boulders of sandstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

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.GLB

16

/04/

2014

14:

45:3

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

392499.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP059SITE


1.70 m

28343

5754806.0 -14.80mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.40

-16.50

1.70

1.80

1

2

3

4

B

B

B

B

H 127

H>140

H 129

0.30

0.40

0.75

0.80

1.25

1.60

1.75

Stiff locally very stiff very closely fissured dark greenish brown mottled light bluishgrey slightly sandy silty CLAY.


0.50 - 1.70m: Becoming extremely closely fissured friable light orangish brownand light bluish grey.0.60 - 1.70m: With rare subrounded siltstone cobbles.

Very stiff dark greyish brown sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

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J G

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.GLB

16

/04/

2014

14:

45:4

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

392502.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP060SITE


1.80 m

28343

5754596.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-15.10

-16.50

0.20

0.40

1.80

1

2

3

4

5

D

D

D

B

B

H 89

H 118

H>140

H>140

0.10

0.30

0.45

0.45

0.90

0.90

1.40

1.75

Dark grey and brownish grey very silty SAND.

Dark greenish grey very clayey fine and medium SAND with closely spacedpartings of yellowish brown fine sand and coarse sand size fragments of shell.

Firm becoming stiff and very stiff indistinctly laminated closely fissured bluish greyand orangish brown slightly sandy silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

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J G

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.GLB

16

/04/

2014

14:

45:4

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393011.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP061SITE


1.80 m

28343

5754618.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.00

-16.50

0.40

0.90

1.40

1

2

3

4

D

B

B

D

H 14

0.25

0.75

1.25

1.25

Soft dark grey sandy SILT with rare 50-100mm bands of brown gravelly sand withfrequent fine to coarse gravel sized shell fragments. Gravel is subangular torounded fine to coarse flint.

Soft greyish brown slightly sandy silty CLAY.

0.75m: Slightly gravelly sandy silty clay.

Soft greyish brown slightly sandy gravelly CLAY with frequent fine to coarsegravel sized shell fragments. Gravel is subrounded to rounded fine to coarse flint.

1.25m: Very clayey very gravelly fine to coarse sand.


Geo

tech

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ring

Ltd,

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52 5

2774

3

28

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GP

J T

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J G

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16

/04/

2014

14:

45:4

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393009.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP062SITE


1.40 m

28343

5754863.0 -15.10mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.00

-16.50

0.80

1.30

1.80

1

2

3

4

D

D

D

D H>105

0.25

0.75

1.25

1.75

Firm closely fissured brownish grey silty CLAY.

Very stiff thickly laminated orangish brown and bluish grey slightly sandy siltyCLAY.

Very stiff closely fissured orangish brown mottled bluish grey silty CLAY.


Geo

tech

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l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

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J G

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CH

.GLB

16

/04/

2014

14:

45:4

5 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393507.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP063SITE


1.80 m

28343

5754870.0 -14.70mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.50

0.05

1.80

1

2

3

B

B

B

H 50

H 120

H 117

0.15

0.30

0.75

1.25

1.75

Brownish grey slightly gravelly silty fine SAND. Gravel is subangular fine shellsand subrounded fine flint.

Firm becoming stiff extremely closely fissured dark bluish grey and dark pinkishbrown locally yellowish brown slightly sandy locally sandy silty CLAY.0.30m: Triaxial shear strength 49kPa.


Geo

tech

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l Eng

inee

ring

Ltd,

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52 5

2774

3

28

343.

GP

J T

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J G

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.GLB

16

/04/

2014

14:

45:4

6 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393500.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP064SITE


1.80 m

28343

5754666.0 -14.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.00

-16.50

0.40

1.40

1.90

1

2

3

4

B

B

B

B

0.25

0.75

1.25

1.75

Dark grey and brown gravelly very clayey fine to coarse SAND with frequent fineto coarse gravel sized shell fragments and medium cobble content. Gravel issubangular to rounded fine to coarse flint.

Greyish brown slightly gravelly silty fine to coarse SAND with rare fine to coarsegravel sized shell fragments. Gravel is subangular to rounded fine to coarse flint.

Stiff orangish brown and bluish grey slightly sandy silty CLAY.



Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

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LJH

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J G

EO

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.GLB

16

/04/

2014

14:

45:4

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393998.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP065SITE


1.90 m

28343

5755004.0 -14.60mOD



no/type


30 August 2013

30 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.85

-16.50

0.15

0.80

1

2

D

B

0.10

0.75

Dark yellowish grey slightly gravelly very clayey fine and medium SAND. Gravel issubangular to rounded fine shells and subangular to rounded fine and mediumflint.

Dark brownish grey slightly gravelly very silty fine and medium SAND. Gravel issubangular fine flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

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CH

.GLB

16

/04/

2014

14:

45:4

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

393998.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP066SITE


0.80 m

28343

5754704.0 -15.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.50

0.30

1.80

1

2

3

4

5

D

D

B

D

D

0.25

0.75

1.25

1.25

1.75

Brown and grey gravelly fine to coarse SAND with frequent fine to coarse gravelsized shell fragments. Gravel is angular to subrounded fine to coarse flint.

Brown and grey mottled dark grey clayey very gravelly fine to coarse SAND withfrequent fine to coarse gravel sized shell fragments. Gravel is angular tosubrounded fine to coarse flint.

1.50m: 1 no bone fragment (100x60mm).


Geo

tech

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inee

ring

Ltd,

Tel

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52 5

2774

3

28

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GP

J T

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J G

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.GLB

16

/04/

2014

14:

45:5

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

394514.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP067SITE


1.80 m

28343

5755161.0 -14.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.00

1

2

B

B

0.30

0.75

Yellowish brown slightly silty very sandy angular to subrounded fine and mediumflint, subangular fine rarely medium and coarse shells and subangular mediumsandstone GRAVEL.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

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52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

394504.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP068SITE


1.00 m

28343

5754804.0 -15.50mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.85

-16.50

0.05

0.70

1

2

D

D

H 12

H 11

0.25

0.60

Brown sandy subangular to rounded fine to coarse flint GRAVEL.

Very soft grey slightly sandy silty CLAY with frequent fine to coarse gravel sizedshells and shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

395007.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP069SITE


0.70 m

28343

5755293.0 -15.80mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-17.000.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

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J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

394986.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP070SITE


0.00 m

28343

5754872.0 -17.00mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.Trial pit cancelled due to sea bed at 17m (below requirements forexcavation).Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).

29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

0.30

0.80

1

2

D*

D

D*

D

H 13

H 13

0.00

0.00

0.50

0.75

Very soft grey slightly sandy silty CLAY with frequent fine to coarse gravel sizedshell fragments and frequent part decomposed plant remains.

Soft grey slightly sandy silty CLAY with rare laminations of sand (<50mm).


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

6 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

395516.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP071SITE


0.80 m

28343

5755410.0 -15.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.500.80

1

2

3

D

B

D

0.10

0.40

0.75

Dark brownish grey gravelly very silty fine to coarse SAND. Gravel is subangularto rounded fine shells and subangular medium flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

7 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

395478.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP072SITE


0.80 m

28343

5754975.0 -15.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.500.30

1

2

B

D

0.20

0.20

Soft bluish grey locally reddish brown slightly sandy slightly gravelly locally sandyclayey SILT. Gravel is subangular fine and medium rarely coarse shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

45:5

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

395995.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP073SITE


0.30 m

28343

5755485.0 -16.20mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.00

1

2

D

B

0.10

0.30

Soft to firm thickly laminated grey slightly sandy locally slighty gravelly clayeySILT with closely spaced partings of black organic silt. Gravel is subangular andsubrounded fine shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

0 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

395997.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP074SITE


1.00 m

28343

5755071.0 -15.50mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

2

1

3

D

B

D

0.30

0.30

0.75

Soft grey slightly gravelly slightly sandy silty CLAY. Gravel is subangular andsubrounded fine and medium shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

396499.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP075SITE


1.30 m

28343

5755167.0 -15.20mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.500.50

1B

H 7

0.30

0.40

Very soft grey slightly sandy clayey SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

396502.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP076SITE


0.50 m

28343

5755576.0 -16.00mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.50

0.15

1.90

1

2

3

4

5

D

B

B

D

B

0.10

0.40

0.75

1.25

1.75

Dark brownish grey slightly gravelly very silty fine and medium SAND. Gravel issubangular and subrounded fine shells.

Dark yellowish brown locally brownish grey slightly gravelly locally gravelly veryclayey fine to coarse SAND. Gravel is subrounded fine rarely medium and coarseshells and subangular and subrounded fine and medium sandstone and flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

4 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

396995.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP077SITE


1.90 m

28343

5755205.0 -14.60mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.50

0.30

1.30

1

2

3

D

B

D

0.50

0.75

0.90


Very soft to soft brownish grey slightly sandy slightly gravelly silty CLAY. Gravel issubrounded fine shells and angular and subangular fine and medium flint.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

396991.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP078SITE


1.30 m

28343

5755731.0 -15.20mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

0.30

0.80

1

2

D*

D

B H 9

0.00

0.25

0.75

Very soft grey slightly sandy silty CLAY.

Very soft grey slightly sandy silty CLAY with frequent fine to coarse gravel sizedshell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

397499.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP079SITE


0.80 m

28343

5755854.0 -15.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

0.30

0.80

1

2

B

D

0.30

0.30

No recovery, presumed probably as below.

Dark bluish grey slightly gravelly sandy clayey SILT. Gravel is subangular andsubrounded fine shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

8 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

397497.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP080SITE


0.80 m

28343

5755331.0 -15.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.05

-16.50

0.05

1.50

1

2

3

4

D*

D

B

D*

D

D

D*

0.10

0.30

0.50

0.75

0.90

1.25

1.40

Dark yellowish brown gravelly fine and coarse SAND. Gravel is subangular andsubrounded fine to coarse shells.

Greenish grey slightly gravelly locally gravelly slightly silty fine to coarse SAND.Gravel is subangular and subrounded fine shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:0

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

397991.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP081SITE


1.50 m

28343

5755154.0 -15.00mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.500.70

1

2

B

B

0.25

0.60

Brown locally laminated grey silty fine to coarse SAND with frequent fine tocoarse gravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

398006.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP082SITE


0.70 m

28343

5755770.0 -15.80mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-15.20

-15.50

-15.70

-15.90

-16.10

-16.20

-16.40

-17.00

0.15

0.60

0.90

1.10

1.30

1.50

1.60

1.80

2.40

1

2

3

4

5

6

7

8

D

B

D

D

D

D

B

D

H 71

0.30

0.40

1.20

1.40

1.50

1.75

1.90

2.25

2.40

Dark bluish grey silty fine and medium SAND.

Yellowish brown and greyish brown clayey gravelly fine to coarse SAND withmedium gravel size pockets of orange clay. Gravel is subangular and subroundedfine and medium shells and subrounded fine and medium flint and sandstone.

Interlaminated dark bluish grey and light grey slightly silty slightly gravelly fine andmedium SAND. Gravel is subangular and subrounded fine shells.

Yellowish brown slightly silty gravelly fine to coarse SAND. Gravel is subangularand subrounded fine and medium shells and subrounded medium flint andsandstone.

Interlaminated dark bluish grey and light grey slightly silty slightly gravelly fine andmedium SAND. Gravel is subangular and subrounded fine shells.

Yellowish brown clayey gravelly fine to coarse SAND. Gravel is subangular andsubrounded fine and medium shells and subrounded medium flint and sandstone.

Firm dark greyish brown locally yellowish brown sandy CLAY with frequentpockets of medium orangish brown sand.

Yellowish brown clayey fine to coarse SAND.

Firm to stiff yellowish brown light grey and greyish brown locally orangish brownslightly sandy silty CLAY with rare decomposed roots (<4mm) and rootlets.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

3 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

398497.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP083SITE


2.40 m

28343

5754920.0 -14.60mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.00

1

2

B

B

0.00

0.50

- 0.50

- 1.00

Brown locally laminated grey silty fine to coarse SAND with frequent fine tocoarse gravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

398587.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP084SITE


1.00 m

28343

5755522.0 -15.50mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

1

2

3

4

B

D

D

D

H 97

H 95

0.00

0.00

0.50

0.50

1.00

1.00

- 0.50

- 0.50

- 1.00

- 1.50

Stiff grey mottled orangish brown slightly sandy silty CLAY with rare yellowishbrown <10mm laminations.

1.00 - 1.50m: Very stiff.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

6 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

399126.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP085SITE


1.30 m

28343

5755345.0 -15.20mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.50

0.30

1.80

1

2

3

4

D

D

D

D

0.00

0.50

1.00

1.50

- 0.50

- 1.00

- 1.50

- 2.00

Firm friable bluish grey and orangish brown slightly sandy clayey SILT.

Very stiff friable bluish grey and orangish brown mottled reddish brown sandyclayey SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

398991.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP086SITE


1.80 m

28343

5754720.0 -14.70mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-15.00

-16.50

0.30

0.40

1.90

1

2

3

4

D

D

D

D

H 48

H 69

H 67

0.00

0.50

0.50

1.00

1.00

1.50

1.50

- 0.40

- 1.00

- 1.50

- 1.90

Stiff brownish grey mottled grey and orangish brown slightly sandy silty CLAY.

Stiff brownish grey mottled grey and orangish brown slightly gravelly silty CLAYwith frequent fine and medium gravel sized shell fragments and rare yellowishbrown mottling.

Stiff closely fissured orangish brown and bluish grey slightly sandy silty CLAY.

1.50 - 1.80m: Weak bluish grey mottled orangish brown mudstone.

1.80m: 10mm band of yellowish brown fine and medium sand.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:1

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

399644.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP087SITE


1.90 m

28343

5755010.0 -14.60mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.50

-15.10

-15.60

-15.90

-16.10

-16.50

0.20

0.80

1.30

1.60

1.80

2.20

1

2

3

4

5

B

D

D

D

D

0.25

0.25

0.75

1.25

1.75

No recovery, presumed probably as below.

Grey slightly silty very gravelly fine to coarse SAND with frequent fine to coarsegravel sized shell fragments. Gravel is subangular to rounded fine to coarse flint.

Bluish grey very clayey very sandy subangular and subrounded fine to coarsemudstone GRAVEL.

Firm brown mottled bluish grey and yellowish brown slightly sandy silty CLAY

Brown slightly sandy subangular and subrounded fine to coarse mudstoneGRAVEL with a high cobble content. Cobbles are subangular and subroundedmudstone.

Very stiff friable grey slightly sandy clayey SILT with rare bands of yellowish brownfine to coarse sand (10mm).


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

399489.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP088SITE


2.20 m

28343

5754499.0 -14.30mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.50

-16.50

0.30

1.30

1

2

3

4

5

6

D

B

D

B

D

B

0.25

0.25

0.75

0.75

1.25

1.25

Grey slightly gravelly silty fine to coarse SAND with frequent fine to coarse gravelsized shell fragments. Gravel is subangular and subrounded fine to coarse flint.

Light brown slightly silty fine to coarse very gravelly SAND with rare fine to coarsegravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

2 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

399991.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP089SITE


1.30 m

28343

5754338.0 -15.20mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.45

-14.80

-15.80

-15.95

-16.30

-16.50

0.15

0.50

1.50

1.65

2.00

2.20

1

2

3

4

5

6

D

B

B

D

D

B

H 64

0.10

0.30

0.75

1.25

1.60

1.75

2.10

Dark yellowish brown clayey very gravelly fine to coarse SAND. Gravel issubrounded medium and coarse sandstone and subangular and subrounded fineshells.

Dark grey slightly gravelly sandy clayey SILT. Gravel is subrounded medium flintand subangular and subrounded fine shells.

Dark greenish grey clayey fine and medium SAND with frequent pockets of lightgrey medium sand.

0.75m: Slightly sandy slightly gravelly clayey silt.

1.00 - 1.50m: Becoming slightly gravelly. Gravel is subrounded fine and mediumshells.

Stiff greenish brown slightly gravelly sandy CLAY. Gravel is subangular fineshells.

Greyish brown clayey gravelly fine to coarse SAND. Gravel is subangular andsubrounded fine shells and flint.

Very stiff greenish brown slightly gravelly sandy CLAY. Gravel is subangular fineshells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

4 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400269.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP090SITE


2.20 m

28343

5754779.0 -14.30mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.10

-16.50

0.50

1.90

1

2

3

4

5

D

D

B

B

B

0.00

0.50

0.50

1.00

1.50

- 0.50

- 1.00

- 1.00

- 1.50

- 1.90

Grey mottled orangish brown gravelly very silty fine to coarse SAND with frequentfine to coarse gravel sized shell fragments and rare cobble sized pockets oforangish brown sand.

Dark grey silty fine to coarse SAND with frequent fine to coarse gravel sized shellfragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

5 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400233.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP091SITE


1.90 m

28343

5753992.0 -14.60mOD



no/type


29 August 2013

29 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

1

2

3

D*

D

D*

D

D*

D

0.00

0.25

0.50

0.75

1.00

1.25

Firm grey silty CLAY with rare siltstone beds (<20mm).

0.50m: Very stiff.

1.00 - 1.50m: Siltstone beds becoming 100mm thick.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400661.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP092SITE


1.30 m

28343

5754082.0 -15.20mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-15.50

-16.50

0.30

0.80

1.80

1

2

3

4

5

D*

D

B

D

D*D

D*

D

H 47

H 92

0.00

0.25

0.25

0.75

1.001.25

1.50

1.75

Brown gravelly fine to coarse SAND with frequent fine to coarse gravel sized shellfragments. Gravel is subangular to rounded fine to coarse mudstone and flint.

Firm dark grey slightly sandy clayey SILT with frequent fine to coarse gravel sizedshell fragments.

Firm greyish brown and bluish grey slightly sandy silty CLAY with frequent fine tocoarse gravel sized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400393.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP093SITE


1.80 m

28343

5753490.0 -14.70mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.50

0.15

1.90

1

2

3

D*

D

B

D*

B

H 72

H 103

H 78

H 107

0.10

0.10

0.40

0.40

0.750.80

1.30

1.40

1.75

Dark greyish brown very clayey very sandy subrounded coarse sandstone andsubangular and subrounded fine shells GRAVEL with low sandstone cobblecontent.

Stiff closely fissured indistinctly laminated dark bluish grey slightly sandy slightlygravelly clayey SILT. Gravel is subangular and subrounded fine shells andsubrounded medium and coarse flint.

0.60 - 2.00m: Becoming very closely fissured.

1.50 - 1.60m: Subrounded sandstone cobble.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:2

9 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400877.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP094SITE


1.90 m

28343

5753608.0 -14.60mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.90

1

2

3

4

D

B

D

B

H 101

H>107

H 113

0.10

0.30

0.40

0.70

1.20

1.20

1.80

Very stiff closely fissured dark bluish grey slightly sandy slightly gravelly clayeySILT locally tending to very weak siltstone. Gravel is subangular and subroundedfine shells.0.10m: Slightly sandy silty clay.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401083.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP095SITE


1.90 m

28343

5753169.0 -14.60mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

-17.00

0.50

1.00

1.50

1

2

3

4

D

D

D*

B

D*

D*

0.00

0.50

0.50

1.00

1.00

1.50

- 0.50

- 1.00

- 1.50

Very stiff thickly laminated grey slightly sandy clayey SILT with frequent fine andmedium gravel sized shell fragments.

Very stiff thickly laminated grey slightly sandy clayey SILT with rare beds ofextremely weak siltstone and rare black organic laminations <3mm.

Very stiff thickly laminated grey slightly sandy clayey SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400615.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP096SITE


1.50 m

28343

5753001.0 -15.50mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-17.001.50

1

2

3

D

D

D*

B

D*

D*

0.00

0.50

0.50

1.00

1.00

1.50

- 0.50

- 1.00

- 1.50

Very stiff grey slightly sandy clayey SILT with frequent fine and medium gravelsized shell fragments. Gravel is subangular to rounded fine to coarse mudstoneand flint.

0.50m: With rare shell fragments.

1.00m: With high cobble content. Cobbles are subangular mudstone with rareyellowish mineral veins <2mm.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

3 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400759.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP097SITE


1.50 m

28343

5752475.0 -15.50mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.75

-16.50

0.15

1.90

1

2

3

4

5

6

B

B

D

B

D

B

H 112

H 105

0.10

0.30

0.30

0.45

1.20

1.20

1.30

1.80

Dark brown and greyish brown very strong medium grained sandstoneCOBBLES.

Stiff to very stiff very closely fissured indistinctly laminated dark brownish greyslightly gravelly sandy silty CLAY with low sandstone cobble content. Gravel issubangular and subrounded fine shells.0.30m: Slightly sandy.

1.00 - 1.50m: With subrounded fine to coarse sandstone gravel.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401274.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP098SITE


1.90 m

28343

5752682.0 -14.60mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.85

-16.00

-16.20

-16.50

0.15

0.30

0.50

0.80

1

2

3

4

5

D

D

B

B

B

0.10

0.20

0.35

0.45

0.70

Dark grey slightly gravelly very silty fine to coarse SAND.

Very stiff dark grey slightly sandy locally slightly gravelly silty CLAY. Gravel issubrounded fine and medium shells.

Dark grey and dark brown tabular very strong thickly laminated siltstoneCOBBLES AND BOULDERS.

Very stiff very closely fissured dark bluish grey slightly sandy clayey SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

6 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401433.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP099SITE


0.80 m

28343

5752189.0 -15.70mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.00

-16.50

0.30

1.80

1

2

3

4

D

D*

D

D*

D

D*

D

D*

0.25

0.50

0.75

1.00

1.25

1.50

1.75

1.75

Very stiff grey slightly sandy clayey SILT with frequent fine and medium gravelsized shell fragments.

Very stiff grey slightly sandy clayey SILT with low cobble content and frequent fineand medium gravel sized shell fragments. Cobbles are subangular mudstone.

0.75m: Slightly sandy silty clay.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400993.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP100SITE


1.80 m

28343

5751980.0 -14.70mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.20

1

2

3

D*

D

D

D*

D*

D

0.00

0.00

0.50

0.50

1.00

1.00

- 0.50

- 1.00

- 1.50

Very stiff thickly laminated dark grey slightly sandy clayey SILT.

0.50 - 1.50m: With rare beds of weak bluish grey mudstone, 10-50mm.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:3

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400955.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP101SITE


1.20 m

28343

5751487.0 -15.30mOD



no/type


28 August 2013

28 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.30

-16.50

0.10

1.30

1

2

3

4

D

D*

B

B

D

0.50

0.50

0.50

0.75

1.25

Yellowish brown slightly gravelly fine to coarse SAND. Gravel is subangular andsubrounded fine shells.

Very stiff closely fissured dark grey slightly sandy clayey SILT with raresubrounded fine shells.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

0 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400913.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP101ASITE


1.30 m

28343

5751521.0 -15.20mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

1

2

B

B

H>140

0.30

0.75

1.30

Very stiff dark bluish grey very closely fissured slightly sandy clayey SILT locallytending to extremely weak siltstone.


0.50m: Fissures becoming closely spaced.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

1 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401362.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP102SITE


1.30 m

28343

5751490.0 -15.20mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.50

1

2

3

D

D

D

0.00

0.50

1.00

- 0.50

- 1.00

- 1.50

Very stiff dark grey slightly sandy clayey SILT with rare fine to coarse gravel sizedpockets of brown sand and fine and medium gravel sized shell fragments.

1.00 - 1.50m: With rare beds of mudstone (50-60mm) and a low cobble content.Cobbles are subangular and subrounded mudstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

2 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400933.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP103ASITE


1.50 m

28343

5750990.0 -15.00mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.80

-16.00

-16.40

-16.50

-17.00

0.30

0.50

0.90

1.00

1.50

1

2

3

D

D

D

0.00

0.50

1.00

- 0.30

- 1.00

- 1.50

Light brown slightly gravelly fine to coarse SAND with frequent fine to coarsegravel sized shell fragments. Gravel is subangular to rounded sandstone andmudstone.

Stiff dark grey slightly gravelly silty CLAY with frequent fine to coarse gravel sizedshell fragments. Gravel is subangular and subrounded fine to coarse flint.

Dark grey slightly silty fine to coarse SAND with frequent fine to coarse gravelsized shell fragments.0.60 - 0.80m: Brown and grey.

0.80 - 0.90m: Light brown.

Stiff fissured grey silty CLAY.

Very stiff closely fissured dark grey slightly sandy slightly gravelly silty CLAY.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

3 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401261.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP104SITE


1.50 m

28343

5750991.0 -15.50mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.35

-16.50

0.15

1.30

1

2

3

D

D

D

0.25

0.75

1.25

Light brown gravelly fine to coarse SAND with frequent fine to coarse gravel sizedshell fragments. Gravel is subangular and subrounded fine to coarse flint.

Very stiff/hard dark grey slightly sandy clayey SILT tending to extremely weaksiltstone. Cobbles are subangular siltstone.

0.50 - 2.00m: With rare undulating calcite veins (<5mm).

0.80m: 1 no black organic band (<5mm).


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

4 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401130.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP106SITE


1.30 m

28343

5750502.0 -15.20mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.90

-16.50

0.20

0.801

2

D

B

0.75

0.75

Light yellowish brown slightly gravelly fine to coarse SAND. Gravel is subangularand subrounded fine shells and subangular and subrounded fine to coarse flint.

Very stiff dark grey slightly sandy clayey SILT with a high cobble content. Cobblesare subrounded siltstone.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

5 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400754.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP107SITE


0.80 m

28343

5749988.0 -15.70mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.70

-15.00

-15.50

-16.50

0.20

0.50

1.00

2.00

1

2

3

B

B

D

D*

0.20

0.50

1.50

2.00

- 0.50

- 1.00

- 2.00

Light brown fine to coarse SAND with frequent fine to coarse gravel sizedfragments.

Firm dark grey sandy CLAY.

Brownish grey slightly clayey fine to coarse SAND.

Stiff bluish grey slightly sandy silty CLAY with rare fine to coarse gravel sizedblack organic fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

6 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401112.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP108SITE


2.00 m

28343

5749989.0 -14.50mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-14.90

-16.30

-16.50

0.20

1.60

1.80

1

2

3

4

5

D

B

D

D

D

0.00

0.20

0.50

1.00

1.80

- 0.20

- 1.80

- 2.00

Light brown slightly gravelly fine to coarse SAND with frequent fine to coarsegravel sized shell fragments and a low cobble content. Gravel is subangular tosubrounded fine to coarse mudstone. Cobbles are subangular and subroundedmudstone.

Stiff bluish grey slightly sandy clayey SILT with frequent fine to coarse gravelsized shell fragments.

1.00m: Locally sandy.

Very stiff dark grey slightly sandy clayey SILT with rare fine and medium gravelsized shell fragments.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

7 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400706.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP109SITE


1.80 m

28343

5749484.0 -14.70mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.00

-16.50

0.30

0.80

1

2

B

D

0.25

0.75

Light brown slightly gravelly fine to coarse SAND with frequent fine to coarsegravel sized shell fragments. Gravel is subangular to rounded sandstone andmudstone.

Very stiff fissured grey slightly sandy clayey SILT with frequent fine to coarsegravel sized shell fragments with rare <1mm brown sand partings.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

8 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401108.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP110SITE


0.80 m

28343

5749491.0 -15.70mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.501.30

1

2

3

D

D

D

0.25

0.75

1.25

Very stiff friable and fissured grey slightly sandy SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:4

9 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400689.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP111SITE


1.30 m

28343

5748995.0 -15.20mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-16.20

-16.50

0.20

0.50

1

2

D*

D

D*

B

0.10

0.10

0.30

0.40

Yellowish brown speckled white and off white slightly sandy slightly gravelly siltyCLAY. Gravel is subangular and subrounded fine to coarse shells andsubrounded medium quartz.

Hard/extremely weak closely fissured dark bluish grey locally dark grey slightlysandy SILT/SILTSTONE.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:5

0 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401106.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP112SITE


0.50 m

28343

5748996.0 -16.00mOD



no/type


24 August 2013

24 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-15.30

-16.50

0.10

1.30

1

2

3

D

D

D

0.25

0.75

1.25

Very stiff fissured dark grey slightly gravelly clayey SILT with frequent fine tocoarse gravel sized shell fragments and a low cobble content. Gravel issubangular to rounded fine to coarse flint. Cobbles are subangular to rounded fineto coarse flint.

Very stiff fissured dark grey clayey SILT.


Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:5

1 E

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

400586.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP113SITE


1.30 m

28343

5748498.0 -15.20mOD



no/type


27 August 2013

27 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

-17.400.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/04/

2014

14:

46:5

2 B

D

CT

End Date

HARWICH CHANNEL

Easting

depth level

(m)legend

CONTRACT CHECKED

Notes

401069.0

TRIAL PIT LOG

(m)

Start Date

water

record

sample/test

TP114SITE


0.50 m

28343

5748493.0 -17.40mOD



no/type

Trial pit excavated by PC300 AQUADIGGER mechanical excavator.Trial pit was excavated below water level.Trial pit cancelled (Sea bed below required depth for excavation).Trial pit coordinates and levels provided by client. Coordinates areUniversal Transverse Mercator (UTM).

24 August 2013

24 August 2013

CLIENT


Northing


Sheet 1 of 1

Scale

Ground level

1 : 25

result

Depth

CT

TP001 0.10 10108

9

TP002 0.50 1086

8

TP003 1.50 104110118

111

TP005 0.10 383530

34

TP006 1.50 128128127

128

TP007 0.30 182020

19

TP007A 0.30 >130

TP007A 0.80 808098

86

TP007A 1.30 120110116

115

TP007A 1.80 >130

TP008 0.80 110110108

109

TP009 0.30 908688

88

TP009 0.75 >140

TP009 1.25 120110120

117

TP009 1.60 809080

83

TP010 0.50 423740

40

TP010 1.30 >140

TP010 2.30 >140

CONTRACT

SITE HARWICH CHANNEL

borehole

28343

depth(m)

CHECKED

remarks

*Average pocket penetrometer results reported as undrained shear strength.

averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit



averagehand vaneremoulded

(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)

IN-SITU HAND VANE/POCKET PENETROMETER

Hand vane test results reported as undrained shear strength.

pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP010A 0.75 908086

85

TP010A 1.20 120110112

114

TP010A 1.75 >130

TP011 0.10 807082

77

TP011 0.75 120128130

126

TP011 1.30 >140

TP011A 0.25 H>140

TP011A 0.60 H>140

TP011A 1.20 H>140

TP011A 1.75 H>140

TP012 0.15 808076

79

TP012 1.60 >140

TP013 0.25 >140

TP013 0.60 >140

TP013 1.20 >140

TP014 0.90 >140

TP014 1.40 >140

TP014 1.80 >140

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP015 1.40 >140

TP017 1.00 >130>130>130

TP018 0.50 114120118

117

TP019 1.00 118120110

116

TP019 1.50 >130>130>130

TP021 0.75 11812088

109

TP021 1.25 76116111

101

TP021A 0.50 110114120

115

TP021A 1.00 120108

>130

TP022 1.00 8494

130

103

TP022 1.75 >130>130>130

TP023 0.40 120120126

122

TP023 0.70 120120126

122

TP025 1.00 9696

102

98

TP026 0.25 9012898

105

TP027 0.25 100108106

105

TP027 1.00 >140

TP031A 0.40 110120116

115

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP031A 0.70 110100106

105

TP031A 1.20 >140

TP031A 1.70 110106108

108

TP032A 0.20 708080

77

TP032A 0.40 120130120

123

TP032A 0.75 120>130110

TP034 0.25 >140

TP034 1.25 >140

TP034 1.65 >140

TP035 1.05 120110112

114

TP035 1.55 126128126

127

TP037 1.75 >140

TP038 0.50 122>130>130

TP039 0.25 708076

75

TP041 0.75 8011090

93

TP043 0.25 122130116

123

TP043 0.75 112110110

111

TP043 1.75 10290

100

97

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP044 0.30 120110130

120

TP044 0.80 110100106

105

TP044 1.25 130136130

132

TP045 0.40 707273

72

TP045 0.70 687072

70

TP045 1.30 909088

89

TP045 1.75 101012

11

TP047 0.25 >140

TP047 0.90 >140

TP048 0.75 120110126

119

TP048 1.10 120130126

125

TP048 1.80 >140

TP050 0.75 454030

38

TP050 1.00 141219

15

TP050 1.50 222224

23

TP052 0.25 203020

23

TP052 1.70 >140

TP054 0.25 766470

70

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP054 0.75 100100100

100

TP054 1.25 707076

72

TP055 0.75 9590

106

97

TP055 1.25 108116104

109

TP059 0.25 120122100

114

TP060 0.40 126128126

127

TP060 0.75 >140

TP060 1.25 128130130

129

TP061 0.45 909087

89

TP061 0.90 120116118

118

TP061 1.40 >140

TP061 1.75 >140

TP062 0.75 121614

14

TP063 1.75 10680

>130

TP064 0.15 604050

50

TP064 1.25 112128120

120

TP064 1.75 120130100

117

TP069 0.25 121312

12

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP069 0.60 101012

11

TP071 0.00 161210

13

TP071 0.75 121214

13

TP076 0.40 866

7

TP079 0.75 88

10

9

TP083 1.90 608072

71

TP085 0.50 8486

120

97

TP085 1.00 949892

95

TP087 0.50 464850

48

TP087 1.00 786664

69

TP087 1.50 626870

67

TP090 2.10 546078

64

TP093 1.25 504248

47

TP093 1.75 1087890

92

TP094 0.40 768060

72

TP094 0.75 11088

112

103

TP094 1.40 888264

78

TP094 1.75 12090

112

107

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

TP095 0.40 11090

102

101

TP095 0.70 80110

>130

TP095 1.20 110112118

113

TP098 0.45 100120116

112

TP098 1.20 110100106

105

TP102 0.75 >140

CONTRACT


borehole

28343

depth(m)

CHECKED

remarks


averagepocket

penetrometer(kPa)*

CLIENT

no.

general remarks:

/trial pit




(kPa)

hand vaneremoulded

(kPa)

averagehand vane

peak(kPa)

hand vanepeak(kPa)



pocketpenetrometer

(kg/cm2)


/trial pit

general remarks:

no.

borehole

HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT CHECKED

CT

Geo

tech

nica

l Eng

inee

ring

Ltd,

Tel

. 014

52 5

2774

3

28

343.

GP

J T

RIA

LJH

.GP

J G

EO

TE

CH

.GLB

16

/4/1

4

LABORATORY TESTING

2834

3Geotechnical Engineering Limited

APPENDIX B

2718

GEOTECHNICAL ENGINEERING LTD

For the attention of Ian Garstang Date of IssuePage Number 1 of 209

PROJECT/SITE Harwich Channel Samples received 23/10/2014GEL REPORT NUMBER 28343 Schedule received 23/10/2013Your ref/PO: Testing commenced 31/10/2014

QUANTITY ACCREDITEDTEST

181 YES123 YES33 YES166 YES

05 March 2014

TEST REPORT

SUMMARY OF RESULTS ATTACHED

TEST METHOD & DESCRIPTION

BS1377: Part 2: 1990:3.2, Moisture ContentBS1377: Part 2: 1990:4.2‐4.4&5.2‐5.4, Liquid & Plastic LimitsBS1377: Part 2: 1990:7.2, Density ‐ Linear MeasurementBS1377 Part 2 1990 9 2 Particle Si e Distrib tion Wet Sie e 166 YESBS1377: Part 2: 1990:9.4, Particle Size Distribution ‐ Pipette 181 YESBS1377: Part 7: 1990:8&9, Undrained Triaxial Compression (15No. Subcontracted) 27 NOISRM: 1985: Point Load Strength Test 2 NO

Remarks Approved Signatories:The report should not be reproduced except in full without W Jones (Laboratory Manager)

written permission from this laboratory. J Hanson (Director) C Thomas (Consultant)

Doc TR01 Rev No. 5 Revision date 22/03/13 DC:JH

Geotechnical Engineering Ltd www.geoeng.co.ukCenturion House [email protected] Park, Quedgeley TEL: 01452 527743Gloucester GL2 4NF Fax: 01452 729314

Registered number: 00700739 Payments: Geotechnical Engineering Limited

VAT Number: 682 5857 89 Sort code: 30‐15‐99 Bank account: 00072116

BS1377: Part 2: 1990:9.2, Particle Size Distribution ‐ Wet Sieve

TP001 1D 0.10 0.10 60 BXE 2 64 25 39 Dark grey mottled brown slightly sandyclayey SILT

TP001 2D 1.50 1.50 34 E Off white slightly sandy CHALK putty witha little f-c gravel

TP001 3D 2.00 2.00 31 E Off white slightly sandy CHALK putty witha little f-c gravel

TP002 2B 1.00 1.00 22 BXE 56 104 26 78 Green mottled brown slightly sandy CLAYwith some f-c gravel and occasionalcobbles

TP002 3D 1.50 1.50 23 E Green slightly sandy CLAY with some f-cgravel

TP003 1D 1.00 1.00 36 BXE 1 67 24 43 Brown mottled grey slightly sandy siltyCLAY

TP003 2D 1.50 1.50 22 BXE 5 45 17 28 Red-brown mottled grey-green sandyCLAY with a little fine gravel

TP003 3D* 2.00 2.00 29 AXE 0 63 21 42 Grey-green mottled grey-blue sandy siltyCLAY

TP004 1D 0.50 0.50 93 AXE 0 84 31 53 Grey-brown slightly sandy clayey SILT

TP004 2D 1.00 1.00 33 AXE 0 47 19 28 Brown mottled grey sandy CLAY

TP004 4D 1.50 1.50 25 AXE 0 49 19 30 Brown mottled grey sandy CLAY

TP004 5D 2.00 2.00 24 AXE 0 53 17 36 Multi-coloured sandy silty CLAY

TP005 1D 0.10 0.10 41 BXE 1 74 27 47 Brown slightly sandy CLAY

TP006 1D 0.10 0.10 137 AXE 0 74 33 41 Grey-brown slightly sandy silty organicCLAY

TP006 3B 1.50 1.50 26 BXE 3 54 19 35 Green mottled brown sandy CLAY with alittle fine gravel

TP007 1B 0.30 0.30 80 AXE 0 79 28 51 Brown mottled grey slightly sandy CLAY

TP007 3B 0.90 0.90 22 E Brown silty SAND

TP007 5B 1.30 1.30 2.5 E Yellow-brown slightly silty very sandyGRAVEL

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)

description and remarks

liquid

limit

(%)

moisture preparation

X - cone penetrometer (test 4.3)test method:

A - as receivedB - washed on 0.425mm sieve

specimen preparation:

BS.1377 : Part 2 : 1990 : 4 and 5

Z - Casagrande apparatus (test 4.5)Y - one point cone penetrometer (test 4.4)

C - air dried

NP denotes non-plastic

E - oven dried (105°C)F - not known

natural moisture content determined in accordance with BS1377 : Part 2 : 1990 : 3.2 (unless specified)

# denotes sample tested is smaller than that which is recommended in accordance with BS1377

D - oven dried (60°C)

LIQUID AND PLASTIC LIMITS

CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit

no. no./typedepth(m)

specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:09

TP008 1B 0.40 0.40 23 BXE 35 77 29 48 Brown mottled grey slightly sandy CLAYwith a little f-c gravel

TP008 3B 1.40 1.40 29 AXE 0 63 25 38 Brown mottled grey slightly sandy siltyCLAY

TP009 1D 0.10 0.10 22 E Brown slightly sandy CLAY with some f-cgravel

TP009 3B 0.75 0.75 31 AXE 0 77 29 48 Brown mottled grey slightly sandy CLAY

TP009 4B 1.80 1.80 27 E Grey-brown sandy CLAY

TP010 1D 0.20 0.20 91 AXE 0 71 27 44 Grey-brown slightly sandy organic CLAY


TP011 1B 0.30 0.30 34 BXE 1 77 28 49 Brown mottled grey slightly sandy siltyCLAY with a little fine gravel

TP012 1D 0.80 0.80 30 AXE 0 75 30 45 Brown mottled grey slightly sandy siltyCLAY


TP014 1D 0.40 0.40 27 AXE 0 36 21 15 Brown slightly sandy SILT



TP016 1D 0.20 0.20 70 AXE 0 65 24 41 Brown mottled grey slightly sandy organicCLAY

TP016 3D 0.60 0.60 27 AXE 0 38 18 20 Grey-brown slightly sandy silty CLAY

TP016 4D 0.90 0.90 32 E Brown silty SAND

TP016 6D 1.30 1.30 29 AXE 0 52 19 33 Brown slightly sandy CLAY

TP017 1D 0.00 0.00 25 BXE 0 56 23 33 Brown mottled grey CLAY/SILT

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:09

TP018 1D 0.00 0.00 58 BXE 1 56 25 31 Dark grey mottled brown slightly sandyorganic CLAY/SILT

TP018 2D 0.50 0.50 43 AXE 3 68 26 42 Grey mottled brown slightly sandy organicCLAY/SILT


TP019 2D 1.00 1.00 29 AXE 0 67 27 40 Brown mottled grey silty CLAY

TP020 1D 0.25 0.25 27 BXE 1 67 23 44 Brown mottled grey slightly sandy siltyCLAY


TP021 2D 0.75 0.75 27 AXE 0 53 21 32 Grey-brown CLAY/SILT

TP021 3D 1.25 1.25 24 BXE 2 61 23 38 Brown mottled grey slightly sandy CLAY

TP021A 1D 0.00 0.00 28 BXE 2 71 25 46 Brown mottled grey slightly sandy CLAYwith a little fine gravel

TP021A 2D 0.50 0.50 29 AXE 0 75 28 47 Brown mottled grey slightly sandy CLAY

TP021A 3D 1.00 1.00 28 BXE 0 71 25 46 Brown mottled grey silty CLAY

TP022 1B 0.10 0.10 37 BXE 19 57 23 34 Brown slightly sandy CLAY with a little f-mgravel


TP023 1B 0.30 0.30 24 BXE 2 60 23 37 Brown mottled grey slightly sandy CLAYwith a little fine gravel

TP024 1D 0.25 0.25 83 AXE 0 61 25 36 Grey-brown slightly sandy organic CLAY


TP024 3D 1.25 1.25 26 AXE 0 69 26 43 Brown mottled grey CLAY/SILT

TP025 1D 0.05 0.05 18 BXE 41 47 22 25 Brown mottled grey sandy CLAY with alittle f-m gravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:09

TP025 2D 0.20 0.20 26 E Brown sandy SILT

TP025 3B 0.70 0.70 23 AXE 0 37 18 19 Brown slightly sandy clayey SILT

TP025 5B 1.80 1.80 27 E Brown very silty SAND

TP026 1D 0.25 0.25 29 AXE 0 68 26 42 Brown mottled grey slightly sandy CLAY

TP027 1B 0.10 0.10 27 BXE 1 65 22 43 Brown slightly sandy CLAY with a littlefine gravel

TP027 2B 0.70 0.70 23 E Brown sandy CLAY


TP028 1B 0.20 0.20 26 BXE 1 65 24 41 Brown mottled grey mottledorange-brown slightly sandy silty CLAYwith a little fine gravel

TP028 2B 0.70 0.70 24 E Brown mottled grey slightly sandy CLAY


TP029 1D 0.05 0.05 27 BXE 48 39 18 21 Grey-brown very clayey very sandyGRAVEL

TP029 2D 0.15 0.15 26 E Grey-brown very clayey SAND

TP029 3B 0.40 0.40 2.9 E Yellow-brown slightly silty sandy GRAVEL

TP030 1B 0.00 0.00 13 E Brown clayey very sandy GRAVEL

TP030 4D 1.00 1.00 27 BXE 8 52 19 33 Brown slightly sandy CLAY with a little f-mgravel

TP031 1B 0.25 0.25 12 E Brown slightly silty SAND with much f-cgravel

TP031A 1D 0.10 0.10 17 E Brown clayey SAND with much f-c gravel

TP031A 2B 0.40 0.40 28 BXE 2 60 23 37 Brown slightly sandy CLAY

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:10

TP032 1D 0.10 0.10 6.7 E Orange-brown slightly silty very sandyGRAVEL

TP032A 1D 0.20 0.20 29 AXE 0 61 25 36 Brown mottled grey CLAY


TP033 4D 1.80 1.80 31 E Dark grey mottled light grey sandy CLAY

TP034 1B 0.20 0.20 28 BXE 14 50 19 31 Brown mottled grey slightly sandy CLAYwith a little f-m gravel

TP036 1B 0.25 0.25 8.5 E Grey slightly silty SAND with much f-cgravel

TP036 2B 0.75 0.75 4.4 E Grey slightly clayey SAND/GRAVEL


TP037 3B 0.70 0.70 27 E Grey-brown clayey silty SAND/GRAVEL

TP037 4B 1.20 1.20 22 BXE 34 60 23 37 Grey-brown slightly sandy CLAY withsome f-m gravel

TP038 1D 0.25 0.25 23 BXE 9 51 21 30 Yellow-brown mottled grey slightly sandyvery clayey SILT with a little fine gravel

TP038 2D 0.75 0.75 26 BXE 4 68 27 41 Brown mottled grey slightly sandy siltyCLAY with a little f-m gravel

TP039 2B 0.70 0.70 26 E Brown very sandy clayey SILT

TP039 4B 1.25 1.25 26 AXE 0 43 20 23 Brown slightly sandy very clayey SILT

TP040 3B 1.25 1.25 22 E Brown slightly clayey slightly silty SAND

TP041 1D 0.10 0.10 49 BXE 18 30 17 13 Grey-brown clayey silty SAND with somef-m gravel

TP041 2D 0.30 0.30 36 BXE 13 69 28 41 Orange-brown slightly sandy silty CLAYwith a little f-m gravel

TP042 1B 0.25 0.25 17 E Brown slightly silty slightly clayey SAND

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:10

TP042 4B 1.25 1.25 20 E Brown slightly silty slightly clayey SANDwith a little f-m gravel

TP043 1D 0.25 0.25 26 BXE 2 69 26 43 Brown mottled grey slightly sandy verysilty CLAY


TP045 1B 0.30 0.30 21 BXE 9 38 20 18 Brown slightly sandy clayey SILT with alittle f-m gravel

TP046 1D 0.20 0.20 22 AXE 0 32 16 16 Brown slightly sandy clayey SILT

TP046 2D 0.70 0.70 23 BXE 2 31 19 12 Brown slightly sandy clayey SILT with alittle f-m gravel


TP046 4D 1.60 1.60 23 AXE 0 62 24 38 Brown slightly sandy very silty CLAY

TP047 1B 0.30 0.30 20 BXE 1 45 20 25 Brown slightly sandy clayey SILT

TP048 1B 0.30 0.30 20 AXE 2 33 17 16 Brown slightly sandy clayey SILT

TP048 2B 0.75 0.75 22 AXE 5 54 19 35 Brown mottled grey slightly sandy veryclayey SILT


TP048 4D 1.80 1.80 18 BXE 8 40 16 24 Brown mottled grey slightly sandy veryclayey SILT

TP050 1D 0.25 0.25 21 BXE 19 24 17 7 Grey-brown sandy slightly clayey SILTwith a little f-m gravel

TP050 2D 0.75 0.75 20 BXE 17 27 18 9 Brown-grey slightly sandy clayey SILTwith a little f-m gravel

TP050 3D 1.00 1.00 23 BXE 11 30 16 14 Grey mottled brown slightly clayey sandySILT

TP051 1D 0.25 0.25 49 AXE 0 50 22 28 Dark grey-brown sandy clayey SILT

TP051 2D 0.75 0.75 15 E Grey slightly clayey slightly siltySAND/GRAVEL

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:10

TP052 1D 0.70 0.70 15 E Grey-brown slightly clayey slightly siltyvery sandy GRAVEL

TP052 5B 1.70 1.70 34 BXE 2 74 29 45 Brown mottled grey slightly sandy siltyCLAY

TP053 1D 0.00 0.00 26 BXE 0 42 18 24 Brown slightly sandy clayey SILT


TP053 3D 1.00 1.00 27 AXE 0 61 23 38 Brown mottled grey slightly sandy verysilty CLAY

TP054 1B 1.25 1.25 24 AXE 0 40 19 21 Brown mottled grey slightly sandy clayeySILT

TP055 1D 0.25 0.25 23 BXE 1 35 16 19 Brown slightly sandy clayey SILT

TP055 4D 1.75 1.75 18 AXE 0 34 15 19 Brown slightly sandy silty CLAY

TP056 1D 0.10 0.10 18 AXE 0 30 18 12 Orange-brown slightly sandy clayey SILT

TP057 1D 0.10 0.10 62 AXE 0 54 22 32 Grey mottled brown sandy clayey organicSILT

TP057 2D 0.40 0.40 27 E Brown silty slightly clayey SAND

TP058 1D 0.00 0.00 20 BXE 0 44 19 25 Brown mottled grey slightly sandy veryclayey SILT

TP058 3B 0.80 0.80 17 E Brown clayey silty SAND

TP060 1B 0.30 0.30 24 AXE 0 60 23 37 Brown mottled grey silty CLAY

TP061 1D 0.10 0.10 45 AXE 0 34 23 11 Grey-brown clayey silty organic SAND

TP061 2D 0.30 0.30 40 E Brown mottled grey very clayey very siltySAND

TP061 3D 0.45 0.45 39 BXE 0 65 24 41 Brown slightly sandy silty CLAY with rareshell fragments

TP062 2B 0.75 0.75 32 BXE 51 73 26 47 Grey-brown clayey silty SAND with a littlef-m gravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:10

TP062 3B 1.25 1.25 22 BXE 57 45 18 27 Grey-brown clayey silty SAND with muchf-c gravel

TP063 3D 1.25 1.25 36 BXE 0 72 25 47 Brown mottled grey very silty CLAY

TP063 4D 1.75 1.75 35 BXE 0 76 26 50 Brown mottled grey silty CLAY

TP064 1B 0.30 0.30 35 BXE 0 78 27 51 Brown mottled grey slightly sandy siltyCLAY

TP065 1B 0.25 0.25 21 E Grey-brown clayey silty SAND with somef-c gravel and occasional cobbles

TP065 2B 0.75 0.75 23 E Brown slightly clayey slightly silty SAND

TP065 4B 1.75 1.75 24 BXE 1 49 20 29 Brown slightly sandy very clayey SILTwith a little fine gravel

TP066 1D 0.10 0.10 44 E Brown clayey silty SAND with a little f-mgravel

TP066 2B 0.75 0.75 16 E Brown clayey silty SAND with a little f-mgravel

TP067 2D 0.75 0.75 17 E Brown slightly clayey slightly silty SANDwith much f-m gravel

TP068 1B 0.30 0.30 7.9 E Brown slightly silty slightly clayey verysandy GRAVEL

TP072 1D 0.10 0.10 24 E Grey-brown clayey silty SAND with somef-c gravel

TP073 1B 0.20 0.20 44 BXE 2 37 20 17 Grey slightly sandy clayey SILT

TP074 1D 0.10 0.10 55 BXE 2 43 21 22 Grey-brown slightly sandy organic clayeySILT


TP076 1B 0.30 0.30 44 AXE 0 43 22 21 Grey slightly sandy clayey SILT

TP077 1D 0.10 0.10 34 E Grey mottled brown clayey silty SANDwith some f-m gravel

TP077 2B 0.40 0.40 20 E Grey-brown clayey silty SAND with a littlefine gravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:10

TP078 1D 0.50 0.50 60 AXE 1 46 21 25 Grey-brown sandy clayey organic SILTwith rare shell fragments

TP080 1B 0.30 0.30 33 E Grey-brown very sandy clayey SILT

TP081 1D 0.30 0.30 39 E Grey clayey silty SAND

TP083 1D 0.30 0.30 28 E Brown mottled grey slightly clayey slightlysilty SAND

TP083 4D 1.40 1.40 20 E Orange-brown slightly clayey slightly siltySAND with some f-m gravel

TP083 5D 1.50 1.50 36 AXE 0 65 24 41 Brown sandy silty CLAY

TP083 6D 1.75 1.75 20 E Orange-brown slightly clayey slightly siltySAND

TP083 7B 2.25 2.25 48 AXE 0 81 30 51 Brown mottled grey sandy silty CLAY

TP086 2D 0.50 0.50 50 AXE 0 72 25 47 Brown sandy clayey SILT


TP087 3D 1.00 1.00 61 BXE 1 98 33 65 Brown mottled yellow-brown slightlysandy very silty CLAY with a little finegravel

TP088 1B 0.25 0.25 11 E Brown slightly clayey slightly silty SANDwith much f-c gravel

TP088 3D 0.75 0.75 22 E Brown silty clayey very sandy GRAVEL


TP088 5D 1.75 1.75 60 BXE 1 90 32 58 Brown mottled grey slightly sandy clayeySILT



TP090 2B 0.30 0.30 23 E Grey-brown clayey very sandy SILT with alittle fine gravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:11

TP090 3B 0.75 0.75 56 E Grey-brown slightly sandy very clayeySILT with a little f-c gravel

TP090 6B 1.75 1.75 15 E Orange-brown slightly clayey slightly siltySAND with some f-m gravel

TP091 1D 0.00 0.50 19 E Brown slightly clayey very silty SAND withsome f-m gravel

TP094 1D 0.10 0.10 24 E Brown clayey silty SAND/GRAVEL

TP094 2B 0.40 0.40 51 AXE 0 90 34 56 Brown slightly sandy very clayey SILT

TP095 1D 0.10 0.10 48 AXE 0 104 35 69 Brown slightly sandy SILT/CLAY

TP098 2B 0.30 0.30 49 BXE 1 100 31 69 Grey-brown slightly sandy very clayeySILT with a little fine gravel

TP099 1D 0.10 0.10 70 BXE 2 30 21 9 Dark grey clayey very silty SAND with alittle fine gravel

TP099 2D 0.20 0.20 48 BXE 1 108 33 75 Brown sandy very clayey SILT with a littleshell debris

TP100 2D 0.75 0.75 46 BXE 0 97 34 63 Brown slightly sandy very clayey SILT

TP101A 1D 0.50 0.50 43 BXE 0 91 33 58 Brown slightly sandy clayey SILT with alittle shell debris

TP102 1B 0.30 0.30 46 AXE 0 103 31 72 Grey-brown slightly sandy very clayeySILT

TP104 3D 1.00 1.00 40 BXE 4 100 28 72 Brown slightly sandy CLAY with a little f-mgravel

TP107 1D 0.75 0.75 51 BXE 0 102 34 68 Grey-brown slightly sandy very clayeySILT with a little fine gravel

TP108 2B 0.50 0.50 20 E Orange-brown slightly clayey slightly siltySAND

TP108 3D 1.50 1.50 44 AXE 1 92 32 60 Grey slightly sandy very clayey SILT

TP109 3D 0.50 0.50 43 AXE 0 75 29 46 Dark grey-brown slightly sandy clayeyorganic SILT

TP112 1D 0.10 0.10 54 E Grey slightly sandy clayey SILT with somef-c gravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:11

TP112 2B 0.40 0.40 51 BXE 22 123 38 85 Grey-brown clayey SILT with some f-cgravel

plastic

limit

(%)

plasticity

index

(%)

specimen

and

test method

natural

content

(%)

fraction

>0.425

mm

(%)


liquid

limit

(%)





BS.1377 : Part 2 : 1990 : 4 and 5


C - air dried







CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:53

:11

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

39

78

43

28

42

53

28

30

36

47

41

35

remarks

CH

liquid limit - LL (%)

plas

ticity

inde

x -

PI (

%)

MV

0.10

1.00

1.00

1.50

2.00

0.50

1.00

1.50

2.00

0.10

0.10

1.50

MEMH

CE

ML MI

BH/TP No. PI

TP001

TP002

TP003

TP003

TP003

TP004

TP004

TP004

TP004

TP005

TP006

TP006

64

104

67

45

63

84

47

49

53

74

74

54

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

25

26

24

17

21

31

19

19

17

27

33

19



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:27

:54

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

51

48

38

48

44

44

49

45

27

15

42

36

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.30

0.40

1.40

0.75

0.20

1.30

0.30

0.80

0.20

0.40

0.40

1.40

MEMH

CE

ML MI

BH/TP No. PI

TP007

TP008

TP008

TP009

TP010

TP010

TP011

TP012

TP013

TP014

TP015

TP015

79

77

63

77

71

72

77

75

46

36

63

66

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

28

29

25

29

27

28

28

30

19

21

21

30



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:27

:56

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

41

20

33

33

31

42

48

40

44

42

32

38

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.20

0.60

1.30

0.00

0.00

0.50

0.50

1.00

0.25

0.25

0.75

1.25

MEMH

CE

ML MI

BH/TP No. PI

TP016

TP016

TP016

TP017

TP018

TP018

TP019

TP019

TP020

TP021

TP021

TP021

65

38

52

56

56

68

76

67

67

65

53

61

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

24

18

19

23

25

26

28

27

23

23

21

23



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:27

:57

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

46

47

46

34

43

37

36

43

25

19

42

43

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.00

0.50

1.00

0.10

0.80

0.30

0.25

1.25

0.05

0.70

0.25

0.10

MEMH

CE

ML MI

BH/TP No. PI

TP021A

TP021A

TP021A

TP022

TP022

TP023

TP024

TP024

TP025

TP025

TP026

TP027

71

75

71

57

71

60

61

69

47

37

68

65

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

25

28

25

23

28

23

25

26

22

18

26

22



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:27

:58

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

42

41

44

21

33

37

36

31

36

37

30

41

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

1.10

0.20

1.10

0.05

1.00

0.40

0.20

0.20

0.40

1.20

0.25

0.75

MEMH

CE

ML MI

BH/TP No. PI

TP027

TP028

TP028

TP029

TP030

TP031A

TP032A

TP034

TP037

TP037

TP038

TP038

66

65

70

39

52

60

61

50

62

60

51

68

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

24

24

26

18

19

23

25

19

26

23

21

27



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:27

:59

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

23

13

41

43

45

18

16

12

46

38

25

16

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

1.25

0.10

0.30

0.25

1.25

0.30

0.20

0.70

1.25

1.60

0.30

0.30

MEMH

CE

ML MI

BH/TP No. PI

TP039

TP041

TP041

TP043

TP044

TP045

TP046

TP046

TP046

TP046

TP047

TP048

43

30

69

69

73

38

32

31

70

62

45

33

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

20

17

28

26

28

20

16

19

24

24

20

17



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:28

:01

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

35

20

24

7

9

14

28

45

24

20

38

21

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.75

1.40

1.80

0.25

0.75

1.00

0.25

1.70

0.00

0.50

1.00

1.25

MEMH

CE

ML MI

BH/TP No. PI

TP048

TP048

TP048

TP050

TP050

TP050

TP051

TP052

TP053

TP053

TP053

TP054

54

39

40

24

27

30

50

74

42

34

61

40

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

19

19

16

17

18

16

22

29

18

14

23

19



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:28

:02

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

19

19

12

32

25

37

11

41

47

27

47

50

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.25

1.75

0.10

0.10

0.00

0.30

0.10

0.45

0.75

1.25

1.25

1.75

MEMH

CE

ML MI

BH/TP No. PI

TP055

TP055

TP056

TP057

TP058

TP060

TP061

TP061

TP062

TP062

TP063

TP063

35

34

30

54

44

60

34

65

73

45

72

76

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

16

15

18

22

19

23

23

24

26

18

25

26



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:28

:03

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

51

29

17

22

46

21

25

41

51

47

51

65

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

0.30

1.75

0.20

0.10

0.30

0.30

0.50

1.50

2.25

0.50

0.50

1.00

MEMH

CE

ML MI

BH/TP No. PI

TP064

TP065

TP073

TP074

TP075

TP076

TP078

TP083

TP083

TP086

TP087

TP087

78

49

37

43

73

43

46

65

81

72

80

98

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

27

20

20

21

27

22

21

24

30

25

29

33



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:28

:04

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

47

58

56

69

69

9

75

63

58

72

72

68

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

1.25

1.75

0.40

0.10

0.30

0.10

0.20

0.75

0.50

0.30

1.00

0.75

MEMH

CE

ML MI

BH/TP No. PI

TP088

TP088

TP094

TP095

TP098

TP099

TP099

TP100

TP101A

TP102

TP104

TP107

74

90

90

104

100

30

108

97

91

103

100

102

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

27

32

34

35

31

21

33

34

33

31

28

34



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:28

:05

0

20

40

60

80

0 10 20 30 40 50 60 70 80 90 100 110

60

46

remarks

CH


plas

ticity

inde

x -

PI (

%)

MV

1.50

0.50

MEMH

CE

ML MI

BH/TP No. PI

TP108

TP109

92

75

depth (m) PL

CV

LL

ATTERBERG LINE PLOT

CL CI

32

29



HARWICH CHANNEL

CLIENT

SITE

CHECKEDCONTRACT

28343 WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:31

:03

TP112 0.40 123 38 85 result exceeds plot

TP008 3B 1.40 1.40 A 28.8 1.99 1.54 Brown mottled grey slightly sandy silty CLAY

TP009 3B 0.75 0.75 A 30.7 1.96 1.50 Brown mottled grey slightly sandy CLAY

TP009 4B 1.80 1.80 A 26.5 1.95 1.54 Grey-brown sandy CLAY


TP011 1B 0.30 0.30 A 34.1 1.89 1.41 Brown mottled grey slightly sandy silty CLAY with a littlefine gravel

TP012 1D 0.80 0.80 A 30.4 1.95 1.50 Brown mottled grey slightly sandy silty CLAY




TP021A 1D 0.00 0.00 A 28.3 1.99 1.55 Brown mottled grey slightly sandy CLAY with a little finegravel

TP021A 2D 0.50 0.50 A 29.3 2.01 1.56 Brown mottled grey slightly sandy CLAY

TP023 1B 0.30 0.30 A 23.7 2.00 1.62 Brown mottled grey slightly sandy CLAY with a little finegravel

TP025 3B 0.70 0.70 A 23.4 1.98 1.60 Brown slightly sandy clayey SILT

TP027 1B 0.10 0.10 A 27.4 1.98 1.55 Brown slightly sandy CLAY with a little fine gravel

TP028 1B 0.20 0.20 A 25.5 2.02 1.61 Brown mottled grey mottled orange-brown slightly sandysilty CLAY with a little fine gravel


TP030 4D 1.00 1.00 A 27.1 1.97 1.55 Brown slightly sandy CLAY with a little f-m gravel

TP031A 2B 0.40 0.40 A 27.9 2.03 1.59 Brown slightly sandy CLAY

TP034 1B 0.20 0.20 A 28.0 2.07 1.62 Brown mottled grey slightly sandy CLAY with a little f-mgravel


TP039 4B 1.25 1.25 A 26.0 2.00 1.59 Brown slightly sandy very clayey SILT


TP045 1B 0.30 0.30 A 20.9 2.12 1.75 Brown slightly sandy clayey SILT with a little f-m gravel

A - linear measurement (test 7.2)test method:

DENSITY - LABORATORY

C - water displacement (test 7.4)B - immersion in water (test 7.3)

test

method

natural

moisture

content

(%)

(Mg/m3)

density

bulk dry

density

(Mg/m3)


BS.1377 : Part 2 : 1990 : 7


CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:56

:42



TP048 2B 0.75 0.75 A 21.8 2.10 1.72 Brown mottled grey slightly sandy very clayey SILT


TP054 1B 1.25 1.25 A 24.0 2.08 1.73 Brown mottled grey slightly sandy clayey SILT

TP060 1B 0.30 0.30 A 23.8 2.09 1.69 Brown mottled grey silty CLAY


TP065 4B 1.75 1.75 A 23.8 2.04 1.65 Brown slightly sandy very clayey SILT with a little finegravel


TP102 1B 0.30 0.30 A 46.2 1.68 1.15 Grey-brown slightly sandy very clayey SILT

A - linear measurement (test 7.2)test method:

DENSITY - LABORATORY

C - water displacement (test 7.4)B - immersion in water (test 7.3)

test

method

natural

moisture

content

(%)

(Mg/m3)

density

bulk dry

density

(Mg/m3)


BS.1377 : Part 2 : 1990 : 7


CLIENT


SITE

CONTRACT CHECKED

general remarks:

HARWICH CHANNEL

28343


borehole

/trial pit


specimen

depth

(m)

sample

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

5:56

:42

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63

PARTICLE SIZE DISTRIBUTION

75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

58

87

13

0

0

SPECIMEN DEPTH (m) 0.10

remarks:

20

6

2

70

50

29


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

87

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey mottled brown slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving

9.4 - sedimentation by pipette

9.5 - sedimentation by hydrometer

coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE


BH/TP No. TP001HARWICH HAVEN AUTHORITYCLIENT

CHECKEDCONTRACT

28343 WJ

SITE HARWICH CHANNEL1D

0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:18

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

62

64

5

31

0


remarks:

20

6

2

60

40

2


100

91

78

73

5

2

1.18

0.6

0.425

0.212

0.15

0.063

72

69

68

68

68

67

66

64

20

5

0.02 0.2

medium

test method(s)

passing

Off white slightly sandy CHALK putty with a little f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:20

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

6

64

70

4

26

0


remarks:

20

6

2

65

48

6


100

90

81

78

5

2

1.18

0.6

0.425

0.212

0.15

0.063

77

74

73

73

73

72

71

70

20

5

0.02 0.2

medium

test method(s)

passing

Off white slightly sandy CHALK putty with a little f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


2.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:21

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

28

16

44

10

30

16


remarks:

20

6

2

39

33

28


100

84

84

78

65

58

57

5

2

1.18

0.6

0.425

0.212

0.15

0.063

56

54

54

53

53

52

51

44

20

5

0.02 0.2

medium

test method(s)

passing

Green mottled brown slightly sandy CLAY with some f-cgravel and occasional cobbles

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ

SITE HARWICH CHANNEL2B

1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:23

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

26

12

38

13

49

0


remarks:

20

6

2

34

29

26


100

79

63

57

54

5

2

1.18

0.6

0.425

0.212

0.15

0.063

54

51

49

47

46

45

44

38

20

5

0.02 0.2

medium

test method(s)

passing

Green slightly sandy CLAY with some f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:24

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

58

40

98

2

0

0


remarks:

20

6

2

92

79

58


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:25

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

13

36

63

1

0


remarks:

20

6

2

31

27

23


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

98

97

36

20

5

0.02 0.2

medium

test method(s)

passing

Red-brown mottled grey-green sandy CLAY with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:27

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

33

29

62

38

0

0


remarks:

20

6

2

54

45

33


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

62

20

5

0.02 0.2

medium

test method(s)

passing

Grey-green mottled grey-blue sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ

SITE HARWICH CHANNEL3D*

2.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:28

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

32

62

94

6

0

0


remarks:

20

6

2

80

56

32


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

94

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:29

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

34

16

50

50

0

0


remarks:

20

6

2

42

38

34


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

50

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:31

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

33

15

48

52

0

0


remarks:

20

6

2

40

37

33


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

48

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:32

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

30

23

53

47

0

0


remarks:

20

6

2

44

39

30


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

53

20

5

0.02 0.2

medium

test method(s)

passing

Multi-coloured sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


2.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:34

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

71

25

96

4

0

0


remarks:

20

6

2

94

90

71


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

96

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:35

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

60

89

11

0

0


remarks:

20

6

2

69

48

29


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

96

89

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy silty organic CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:36

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

35

14

49

50

1

0


remarks:

20

6

2

43

40

35


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

99

99

98

97

49

20

5

0.02 0.2

medium

test method(s)

passing

Green mottled brown sandy CLAY with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:38

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

27

61

88

12

0

0


remarks:

20

6

2

73

48

27


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

88

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:39

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

8

6

14

86

0

0


remarks:

20

6

2

13

11

8


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

76

30

14

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.90

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:40

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

0

1

42

57

0


remarks:

20

6

2

1

1

1


100

96

73

59

5

2

1.18

0.6

0.425

0.212

0.15

0.063

55

43

35

18

10

3

2

1

20

5

0.02 0.2

medium

test method(s)

passing

Yellow-brown slightly silty very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:42

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

48

13

61

6

33

0


remarks:

20

6

2

59

56

48


100

90

79

75

5

2

1.18

0.6

0.425

0.212

0.15

0.063

72

67

64

62

61

61

61

61

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy CLAY with a little f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:43

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

68

7

75

25

0

0


remarks:

20

6

2

73

71

68


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

75

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:45

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

28

9

37

14

49

0


remarks:

20

6

2

35

34

28


100

84

68

58

5

2

1.18

0.6

0.425

0.212

0.15

0.063

56

51

49

44

41

38

38

37

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy CLAY with some f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:46

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

77

21

98

1

1

0


remarks:

20

6

2

98

93

77


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

98

98

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:48

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

49

6

55

45

0

0


remarks:

20

6

2

53

51

49


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

55

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:49

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

26

60

86

14

0

0


remarks:

20

6

2

65

45

26


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

86

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy organic CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:50

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

71

26

97

3

0

0


remarks:

20

6

2

97

91

71


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

97

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:52

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

75

22

97

2

1

0


remarks:

20

6

2

96

92

75


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

99

98

97

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy silty CLAY with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:53

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

77

22

99

1

0

0


remarks:

20

6

2

98

95

77


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:54

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

43

57

0

0

0


remarks:

20

6

2

100

63

43


5

2

1.18

0.6

0.425

0.212

0.15

0.063

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:56

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

22

76

98

2

0

0


remarks:

20

6

2

60

31

22


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:57

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

56

42

98

2

0

0


remarks:

20

6

2

96

78

56


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:00

:59

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

36

98

2

0

0


remarks:

20

6

2

98

88

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:00

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

31

58

89

11

0

0


remarks:

20

6

2

69

50

31


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

89

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy organic CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:01

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

28

59

87

13

0

0


remarks:

20

6

2

64

39

28


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

87

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.60

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:03

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

6

17

23

77

0

0


remarks:

20

6

2

18

8

6


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

85

23

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.90

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

06/0

3/20

14 1

6:43

:27

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

48

41

89

11

0

0


remarks:

20

6

2

77

63

48


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

89

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:06

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

44

56

100

0

0

0


remarks:

20

6

2

97

69

44


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey CLAY/SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:07

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

40

48

88

12

0

0


remarks:

20

6

2

75

58

40


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

88

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey mottled brown slightly sandy organic CLAY/SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:08

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

54

44

98

2

0

0


remarks:

20

6

2

94

76

54


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing

Grey mottled brown slightly sandy organic CLAY/SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:10

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

63

36

99

1

0

0


remarks:

20

6

2

99

90

63


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:11

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

38

100

0

0

0


remarks:

20

6

2

99

87

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:12

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

37

99

1

0

0


remarks:

20

6

2

98

85

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:14

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

38

100

0

0

0


remarks:

20

6

2

98

84

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:15

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

41

59

100

0

0

0


remarks:

20

6

2

96

55

41


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown CLAY/SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:17

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

37

99

1

0

0


remarks:

20

6

2

98

85

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:18

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

70

28

98

1

1

0


remarks:

20

6

2

95

90

70


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

99

99

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy CLAY with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE


BH/TP No. TP021AHARWICH HAVEN AUTHORITYCLIENT

CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:19

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

72

28

0

0

0


remarks:

20

6

2

100

91

72


5

2

1.18

0.6

0.425

0.212

0.15

0.063

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:21

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

70

30

100

0

0

0


remarks:

20

6

2

98

92

70


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:22

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

40

34

74

18

8

0


remarks:

20

6

2

67

56

40


100

98

5

2

1.18

0.6

0.425

0.212

0.15

0.063

97

92

90

87

85

81

78

74

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy CLAY with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:24

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

38

100

0

0

0


remarks:

20

6

2

98

83

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:25

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

57

42

99

1

0

0


remarks:

20

6

2

97

79

57


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

99

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy CLAY with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:26

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

28

60

88

12

0

0


remarks:

20

6

2

62

40

28


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

88

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy organic CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:28

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

5

7

12

88

0

0


remarks:

20

6

2

7

6

5


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

84

12

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.60

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:29

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

56

44

0

0

0


remarks:

20

6

2

100

85

56


5

2

1.18

0.6

0.425

0.212

0.15

0.063

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey CLAY/SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:30

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

19

23

42

37

21

0


remarks:

20

6

2

35

28

19


100

89

84

5

2

1.18

0.6

0.425

0.212

0.15

0.063

83

79

77

72

67

59

54

42

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey sandy CLAY with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.05

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:32

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

10

45

55

45

0

0


remarks:

20

6

2

19

13

10


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

55

20

5

0.02 0.2

medium

test method(s)

passing

Brown sandy SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:33

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

22

71

93

7

0

0


remarks:

20

6

2

63

31

22


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

93

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:35

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

8

25

33

67

0

0


remarks:

20

6

2

14

10

8


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

95

33

20

5

0.02 0.2

medium

test method(s)

passing

Brown very silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:36

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

53

46

99

1

0

0


remarks:

20

6

2

95

77

53


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:37

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

65

27

92

8

0

0


remarks:

20

6

2

90

83

65


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

92

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy CLAY with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:39

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

16

23

39

61

0

0


remarks:

20

6

2

25

20

16


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

39

20

5

0.02 0.2

medium

test method(s)

passing

Brown sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:40

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

37

99

1

0

0


remarks:

20

6

2

99

84

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:42

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

63

37

100

0

0

0


remarks:

20

6

2

99

92

63


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey mottled orange-brown slightly sandy siltyCLAY with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:43

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

32

51

83

17

0

0


remarks:

20

6

2

50

39

32


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

83

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:44

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

60

39

99

1

0

0


remarks:

20

6

2

92

78

60


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:46

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

13

14

27

31

42

0


remarks:

20

6

2

22

17

13


100

87

67

5

2

1.18

0.6

0.425

0.212

0.15

0.063

64

58

57

54

50

33

31

27

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown very clayey very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.05

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:47

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

12

13

25

75

0

0


remarks:

20

6

2

19

15

12


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

99

85

48

25

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown very clayey SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.15

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:49

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

0

1

17

81

1


remarks:

20

6

2

1

1

1


100

96

89

72

56

42

5

2

1.18

0.6

0.425

0.212

0.15

0.063

35

18

13

6

3

1

1

1

20

5

0.02 0.2

medium

test method(s)

passing

Yellow-brown slightly silty sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:50

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

4

6

10

37

53

0


remarks:

20

6

2

8

6

4


100

85

67

58

5

2

1.18

0.6

0.425

0.212

0.15

0.063

55

47

45

40

35

15

12

10

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:51

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

41

53

94

4

2

0


remarks:

20

6

2

82

56

41


100

99

5

2

1.18

0.6

0.425

0.212

0.15

0.063

98

97

95

94

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:53

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

2

3

52

45

0


remarks:

20

6

2

2

1

1


100

94

81

71

5

2

1.18

0.6

0.425

0.212

0.15

0.063

66

55

49

33

22

5

4

3

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly silty SAND with much f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:54

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

8

8

16

46

38

0


remarks:

20

6

2

11

9

8


100

91

78

73

5

2

1.18

0.6

0.425

0.212

0.15

0.063

70

62

59

51

42

19

18

16

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey SAND with much f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:56

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

48

52

100

0

0

0


remarks:

20

6

2

97

68

48


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:57

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

0

1

1

25

74

0


remarks:

20

6

2

0

0

0


100

79

53

40

5

2

1.18

0.6

0.425

0.212

0.15

0.063

35

26

22

13

7

1

1

1

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly silty very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:01

:58

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

38

100

0

0

0


remarks:

20

6

2

96

83

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:00

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

7

6

13

87

0

0


remarks:

20

6

2

10

9

7


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

94

13

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:01

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

15

25

40

60

0

0


remarks:

20

6

2

27

20

15


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

40

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey mottled light grey sandy CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:03

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

33

57

90

2

8

0


remarks:

20

6

2

79

47

33


100

99

95

5

2

1.18

0.6

0.425

0.212

0.15

0.063

92

91

91

90

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy CLAY with a little f-mgravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:04

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

0

1

51

48

0


remarks:

20

6

2

1

1

1


100

95

71

60

5

2

1.18

0.6

0.425

0.212

0.15

0.063

58

52

50

38

23

3

2

1

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly silty SAND with much f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:05

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

0

1

51

48

0


remarks:

20

6

2

1

1

1


100

97

78

66

5

2

1.18

0.6

0.425

0.212

0.15

0.063

63

52

47

36

25

3

2

1

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly clayey SAND/GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:07

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

35

97

3

0

0


remarks:

20

6

2

94

84

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

97

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:08

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

13

15

28

37

35

0


remarks:

20

6

2

21

17

13


100

85

74

70

5

2

1.18

0.6

0.425

0.212

0.15

0.063

69

65

61

51

46

36

32

28

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND/GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:10

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

22

26

48

13

39

0


remarks:

20

6

2

41

30

22


100

92

81

5

2

1.18

0.6

0.425

0.212

0.15

0.063

77

61

57

55

54

50

49

48

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy CLAY with some f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:11

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

42

50

92

6

2

0


remarks:

20

6

2

86

62

42


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

98

96

95

92

20

5

0.02 0.2

medium

test method(s)

passing

Yellow-brown mottled grey slightly sandy very clayey SILTwith a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:13

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

28

90

3

7

0


remarks:

20

6

2

90

82

62


100

95

94

5

2

1.18

0.6

0.425

0.212

0.15

0.063

93

93

91

90

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy silty CLAY with a little f-mgravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:14

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

8

29

37

63

0

0


remarks:

20

6

2

16

10

8


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

96

37

20

5

0.02 0.2

medium

test method(s)

passing

Brown very sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:15

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

32

66

98

2

0

0


remarks:

20

6

2

90

49

32


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy very clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:17

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

5

7

12

88

0

0


remarks:

20

6

2

8

6

5


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

64

12

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly clayey slightly silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:18

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

15

19

34

57

9

0


remarks:

20

6

2

25

20

15


100

98

94

5

2

1.18

0.6

0.425

0.212

0.15

0.063

93

91

90

88

87

66

50

34

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with some f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:20

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

61

23

84

6

10

0


remarks:

20

6

2

83

79

61


100

94

92

5

2

1.18

0.6

0.425

0.212

0.15

0.063

90

89

87

84

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly sandy silty CLAY with a little f-mgravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:21

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

1

1

2

98

0

0


remarks:

20

6

2

2

1

1


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

12

3

2

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly silty slightly clayey SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:22

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

10

8

18

75

7

0


remarks:

20

6

2

17

13

10


100

98

96

5

2

1.18

0.6

0.425

0.212

0.15

0.063

96

93

89

78

73

22

20

18

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly silty slightly clayey SAND with a little f-mgravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:24

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

68

30

98

2

0

0


remarks:

20

6

2

96

86

68


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy very silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:25

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

69

29

98

1

1

0


remarks:

20

6

2

99

90

69


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

99

98

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:27

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

66

89

4

7

0


remarks:

20

6

2

62

31

23


100

97

94

5

2

1.18

0.6

0.425

0.212

0.15

0.063

93

91

90

89

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy clayey SILT with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:28

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

25

63

88

12

0

0


remarks:

20

6

2

43

33

25


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

88

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:29

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

24

55

79

19

2

0


remarks:

20

6

2

42

30

24


100

99

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

98

98

98

98

98

98

79

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy clayey SILT with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:31

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

66

33

99

1

0

0


remarks:

20

6

2

96

86

66


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:32

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

62

36

98

2

0

0


remarks:

20

6

2

91

79

62


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy very silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.60

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:34

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

32

66

98

2

0

0


remarks:

20

6

2

74

41

32


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:35

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

26

45

71

29

0

0


remarks:

20

6

2

44

33

26


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

71

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:36

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

38

60

98

2

0

0


remarks:

20

6

2

71

50

38


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy very clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:38

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

25

72

97

3

0

0


remarks:

20

6

2

50

33

25


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:39

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

37

41

78

22

0

0


remarks:

20

6

2

65

48

37


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

78

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:41

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

15

45

60

36

4

0


remarks:

20

6

2

27

18

15


100

99

99

5

2

1.18

0.6

0.425

0.212

0.15

0.063

98

96

95

92

88

74

69

60

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown sandy slightly clayey SILT with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:42

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

17

65

82

13

5

0


remarks:

20

6

2

32

20

17


100

98

5

2

1.18

0.6

0.425

0.212

0.15

0.063

97

95

95

94

92

86

84

82

20

5

0.02 0.2

medium

test method(s)

passing

Brown-grey slightly sandy clayey SILT with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:43

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

15

55

70

30

0

0


remarks:

20

6

2

32

19

15


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

83

70

20

5

0.02 0.2

medium

test method(s)

passing

Grey mottled brown slightly clayey sandy SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:45

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

24

64

88

12

0

0


remarks:

20

6

2

51

34

24


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

88

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey-brown sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:46

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

4

6

10

43

47

0


remarks:

20

6

2

7

6

4


100

85

71

5

2

1.18

0.6

0.425

0.212

0.15

0.063

67

53

47

36

31

20

13

10

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly clayey slightly silty SAND/GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:48

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

1

3

46

51

0


remarks:

20

6

2

2

2

2


100

95

78

66

5

2

1.18

0.6

0.425

0.212

0.15

0.063

62

49

41

24

16

5

3

3

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly clayey slightly silty very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:49

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

74

24

98

2

0

0


remarks:

20

6

2

97

93

74


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

98

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.70

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:50

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

59

88

12

0

0


remarks:

20

6

2

57

38

29


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

88

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:52

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

22

47

69

31

0

0


remarks:

20

6

2

39

27

22


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

69

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:53

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

51

46

97

3

0

0


remarks:

20

6

2

94

71

51


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy very silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:55

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

26

68

94

6

0

0


remarks:

20

6

2

52

34

26


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

94

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:56

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

27

53

80

20

0

0


remarks:

20

6

2

51

35

27


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

80

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:57

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

25

53

78

22

0

0


remarks:

20

6

2

44

32

25


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

78

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:02

:59

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

20

48

68

32

0

0


remarks:

20

6

2

37

25

20


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

68

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:00

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

52

75

25

0

0


remarks:

20

6

2

53

37

23


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

96

75

20

5

0.02 0.2

medium

test method(s)

passing

Grey mottled brown sandy clayey organic SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:02

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

13

29

42

58

0

0


remarks:

20

6

2

22

16

13


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

42

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty slightly clayey SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:03

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

38

57

95

5

0

0


remarks:

20

6

2

86

51

38


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

95

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:04

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

16

24

40

60

0

0


remarks:

20

6

2

30

20

16


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

81

40

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.80

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:06

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

59

41

0

0

0


remarks:

20

6

2

100

81

59


5

2

1.18

0.6

0.425

0.212

0.15

0.063

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:07

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

16

29

45

55

0

0


remarks:

20

6

2

28

22

16


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

93

45

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty organic SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:09

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

30

27

57

43

0

0


remarks:

20

6

2

48

40

30


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

95

88

57

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey very clayey very silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:10

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

65

30

95

5

0

0


remarks:

20

6

2

93

86

65


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

95

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy silty CLAY with rare shell fragments

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.45

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:11

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

21

50

40

10

0


remarks:

20

6

2

42

36

29


100

97

94

5

2

1.18

0.6

0.425

0.212

0.15

0.063

94

90

86

69

60

56

55

50

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:13

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

15

14

29

48

23

0


remarks:

20

6

2

23

19

15


100

94

85

82

5

2

1.18

0.6

0.425

0.212

0.15

0.063

80

77

75

64

58

49

39

29

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with much f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:14

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

67

33

100

0

0

0


remarks:

20

6

2

99

91

67


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey very silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:16

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

68

32

100

0

0

0


remarks:

20

6

2

94

87

68


5

2

1.18

0.6

0.425

0.212

0.15

0.063 100

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:17

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

77

20

97

3

0

0


remarks:

20

6

2

96

92

77


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:19

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

13

16

29

38

18

15


remarks:

20

6

2

21

17

13


100

90

85

85

83

76

73

71

5

2

1.18

0.6

0.425

0.212

0.15

0.063

71

67

64

58

54

46

41

29

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with some f-c gravel andoccasional cobbles

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:20

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

3

6

9

91

0

0


remarks:

20

6

2

4

3

3


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

98

90

76

9

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly clayey slightly silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:22

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

47

52

99

1

0

0


remarks:

20

6

2

94

68

47


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy very clayey SILT with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:23

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

20

30

50

36

14

0


remarks:

20

6

2

36

27

20


100

95

91

5

2

1.18

0.6

0.425

0.212

0.15

0.063

90

86

85

82

80

59

53

50

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey silty SAND with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:25

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

9

37

46

53

1

0


remarks:

20

6

2

13

10

9


100

99

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

99

99

98

97

86

78

46

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey silty SAND with a little f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:26

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

3

4

7

65

28

0


remarks:

20

6

2

5

4

3


100

88

83

5

2

1.18

0.6

0.425

0.212

0.15

0.063

80

72

69

63

58

38

24

7

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly clayey slightly silty SAND with much f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:28

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

1

3

44

53

0


remarks:

20

6

2

3

2

2


100

92

74

64

5

2

1.18

0.6

0.425

0.212

0.15

0.063

60

47

42

34

27

9

5

3

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly silty slightly clayey very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:29

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

11

12

23

59

18

0


remarks:

20

6

2

17

14

11


100

96

93

90

5

2

1.18

0.6

0.425

0.212

0.15

0.063

88

82

78

65

56

31

26

23

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with some f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:31

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

20

63

83

17

0

0


remarks:

20

6

2

41

28

20


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

98

95

83

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:32

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

21

64

85

15

0

0


remarks:

20

6

2

51

29

21


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

94

85

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy organic clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:33

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

68

31

99

1

0

0


remarks:

20

6

2

99

90

68


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:35

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

68

91

9

0

0


remarks:

20

6

2

47

30

23


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

91

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:36

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

11

17

28

66

6

0


remarks:

20

6

2

18

14

11


100

99

97

5

2

1.18

0.6

0.425

0.212

0.15

0.063

96

94

92

90

86

50

43

28

20

5

0.02 0.2

medium

test method(s)

passing

Grey mottled brown clayey silty SAND with some f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:38

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

11

16

27

70

3

0


remarks:

20

6

2

17

14

11


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

98

97

95

92

87

51

41

27

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey silty SAND with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:39

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

65

88

12

0

0


remarks:

20

6

2

50

32

23


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

88

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown sandy clayey organic SILT with rare shellfragments

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:40

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

12

48

60

40

0

0


remarks:

20

6

2

23

15

12


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

92

60

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown very sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:42

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

10

11

21

79

0

0


remarks:

20

6

2

14

11

10


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

99

87

49

21

20

5

0.02 0.2

medium

test method(s)

passing

Grey clayey silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:43

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

5

4

9

91

0

0


remarks:

20

6

2

7

6

5


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

96

55

29

9

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly clayey slightly silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:45

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

4

2

6

86

8

0


remarks:

20

6

2

4

4

4


100

97

95

5

2

1.18

0.6

0.425

0.212

0.15

0.063

94

92

91

87

82

53

31

6

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly clayey slightly silty SAND with somef-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:46

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

37

24

61

39

0

0


remarks:

20

6

2

52

45

37


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

61

20

5

0.02 0.2

medium

test method(s)

passing

Brown sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:47

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

5

5

10

90

0

0


remarks:

20

6

2

6

5

5


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

96

92

68

40

10

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly clayey slightly silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:49

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

49

31

80

20

0

0


remarks:

20

6

2

69

59

49


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

80

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey sandy silty CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


2.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:50

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

23

43

66

34

0

0


remarks:

20

6

2

45

33

23


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

93

66

20

5

0.02 0.2

medium

test method(s)

passing

Brown sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:52

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

47

30

77

23

0

0


remarks:

20

6

2

64

55

47


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

90

77

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:53

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

51

41

92

8

0

0


remarks:

20

6

2

81

67

51


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

96

92

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled yellow-brown slightly sandy very silty CLAYwith a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:54

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

2

4

53

43

0


remarks:

20

6

2

3

3

2


100

98

85

76

5

2

1.18

0.6

0.425

0.212

0.15

0.063

72

57

51

41

35

24

19

4

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly clayey slightly silty SAND with much f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:56

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

16

12

28

31

41

0


remarks:

20

6

2

23

19

16


100

86

67

63

61

5

2

1.18

0.6

0.425

0.212

0.15

0.063

61

59

57

55

53

43

36

28

20

5

0.02 0.2

medium

test method(s)

passing

Brown silty clayey very sandy GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:57

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

49

30

79

21

0

0


remarks:

20

6

2

66

58

49


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

79

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.25

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:03

:59

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

52

81

19

0

0


remarks:

20

6

2

57

42

29


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

98

95

81

20

5

0.02 0.2

medium

test method(s)

passing

Brown mottled grey slightly sandy clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:00

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

3

5

71

24

0


remarks:

20

6

2

3

3

2


100

93

87

5

2

1.18

0.6

0.425

0.212

0.15

0.063

85

76

68

54

46

33

17

5

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:02

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

6

6

12

66

22

0


remarks:

20

6

2

9

7

6


100

94

87

5

2

1.18

0.6

0.425

0.212

0.15

0.063

85

78

73

60

53

37

25

12

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:03

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

14

47

61

37

2

0


remarks:

20

6

2

23

16

14


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

98

97

95

92

82

73

61

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey very sandy SILT with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:04

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

31

41

72

6

22

0


remarks:

20

6

2

60

44

31


100

80

80

79

5

2

1.18

0.6

0.425

0.212

0.15

0.063

78

78

77

76

75

73

73

72

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy very clayey SILT with a little f-cgravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:06

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

5

6

11

79

10

0


remarks:

20

6

2

7

5

5


100

95

92

5

2

1.18

0.6

0.425

0.212

0.15

0.063

92

90

89

83

79

56

35

11

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly clayey slightly silty SAND with somef-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:07

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

7

26

33

60

7

0


remarks:

20

6

2

16

10

7


100

97

5

2

1.18

0.6

0.425

0.212

0.15

0.063

96

93

91

89

86

69

49

33

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly clayey very silty SAND with some f-m gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:09

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

10

14

24

37

39

0


remarks:

20

6

2

17

13

10


100

86

71

67

5

2

1.18

0.6

0.425

0.212

0.15

0.063

66

61

58

50

47

41

36

24

20

5

0.02 0.2

medium

test method(s)

passing

Brown clayey silty SAND/GRAVEL

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:10

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

43

52

95

5

0

0


remarks:

20

6

2

78

60

43


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

95

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:12

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

48

49

97

3

0

0


remarks:

20

6

2

87

69

48


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

97

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy SILT/CLAY

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:13

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

42

54

96

4

0

0


remarks:

20

6

2

79

59

42


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

96

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy very clayey SILT with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:14

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

16

29

45

54

1

0


remarks:

20

6

2

31

24

16


100

5

2

1.18

0.6

0.425

0.212

0.15

0.063

99

98

92

45

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey clayey very silty SAND with a little fine gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:16

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

31

53

84

16

0

0


remarks:

20

6

2

68

46

31


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

87

86

84

20

5

0.02 0.2

medium

test method(s)

passing

Brown sandy very clayey SILT with a little shell debris

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.20

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:17

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

45

49

94

6

0

0


remarks:

20

6

2

77

63

45


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

94

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:19

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

34

56

90

10

0

0


remarks:

20

6

2

69

51

34


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

94

92

90

20

5

0.02 0.2

medium

test method(s)

passing

Brown slightly sandy clayey SILT with a little shell debris

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:20

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

33

55

88

12

0

0


remarks:

20

6

2

66

47

33


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

92

91

88

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy very clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.30

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:22

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

45

43

88

8

4

0


remarks:

20

6

2

77

61

45


100

99

96

5

2

1.18

0.6

0.425

0.212

0.15

0.063

96

95

93

88

20

5

0.02 0.2

medium

test method(s)

passing


150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.00

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:23

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

34

47

81

19

0

0


remarks:

20

6

2

66

50

34


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

90

86

81

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown slightly sandy very clayey SILT with a little finegravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.75

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:24

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

2

2

4

96

0

0


remarks:

20

6

2

3

2

2


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

98

52

23

4

20

5

0.02 0.2

medium

test method(s)

passing

Orange-brown slightly clayey slightly silty SAND

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:26

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

45

52

97

3

0

0


remarks:

20

6

2

78

61

45


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

99

97

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly sandy very clayey SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


1.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:27

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

29

52

81

19

0

0


remarks:

20

6

2

56

42

29


5

2

1.18

0.6

0.425

0.212

0.15

0.063

100

97

95

81

20

5

0.02 0.2

medium

test method(s)

passing

Dark grey-brown slightly sandy clayey organic SILT

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.50

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:29

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

22

32

54

10

36

0


remarks:

20

6

2

47

35

22


100

95

72

69

68

5

2

1.18

0.6

0.425

0.212

0.15

0.063

67

64

62

60

59

57

56

54

20

5

0.02 0.2

medium

test method(s)

passing

Grey slightly sandy clayey SILT with some f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.10

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:30

0

10

20

30

40

50

60

70

80

90

100

0.63 6.3

0.15

1.18

particle size

fine medium coarse

0.002

50

63


75

%

GRAVELCOBBLE

DESCRIPTION

BOULDERfine

% p

assi

ng

2 200

0.212

18

34

52

8

40

0


remarks:

20

6

2

40

28

18


100

66

64

64

5

2

1.18

0.6

0.425

0.212

0.15

0.063

63

60

58

55

54

53

52

52

20

5

0.02 0.2

medium

test method(s)

passing

Grey-brown clayey SILT with some f-c gravel

150

75

63

50

37.5

20

10

6.3

(mm)

%

passingsoil type

102

CLAY

37.5

SILT

% fraction

BS test sieve (mm)

63

coarse

0.063

20

SAND

6.3

BS test sieve

0.425

9.2 & 9.4

CLAY

SILT

SILT & CLAY

SAND

GRAVEL

COBBLE & BOULDER

test method:

9.2 - wet sieving

9.3 - dry sieving



coarse fine medium

( m)

BS.1377 : Part 2 : 1990 : 9

%

finer

BS test sieve

(mm)

0.6

mm 0.0063 0.063

SAMPLE DEPTH (m)

SAMPLE No./TYPE



CHECKEDCONTRACT

28343 WJ


0.40

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

04/0

3/20

14 1

6:04

:32

TP008 B3 1.40 1.40 UUR38 26.4 1.99 1.57 40 203 14.5 I 102 Brown mottled grey slightly sandy silty CLAY

TP009 B3 0.75 0.75 UUR38 26.5 1.96 1.55 40 283 13.2 I 142 Brown mottled grey slightly sandy CLAY


TP011 B1 0.30 0.30 UUR38 32.8 1.89 1.43 40 151 10.5 S 76 Brown mottled grey slightly sandy silty CLAYwith a little fine gravel

TP013 B1 0.20 0.20 UUR38 24.7 2.01 1.62 40 156 12.5 S 78 Brown mottled grey slightly sandy silty CLAY


TP023 B1 0.30 0.30 UUR38 23.3 1.97 1.60 40 266 15.8 I 133 Brown mottled grey slightly sandy CLAY witha little fine gravel

TP025 B3 0.70 0.70 UUR38 23.5 1.98 1.60 40 176 17.8 I 88 Brown slightly sandy clayey SILT

TP027 B2 0.70 0.70 UUR38 30.8 1.98 1.51 40 115 11.8 I 58 Brown sandy CLAY

TP028 B1 0.20 0.20 UUR38 25.8 2.02 1.60 40 330 9.2 I 165 Brown mottled grey mottled orange-brownslightly sandy silty CLAY with a little finegravel


TP030 B3 1.00 1.00 UUR38 25.3 1.97 1.58 40 115 11.2 I 58 Orange-brown mottled grey slightly sandyCLAY

M - Multistage

S - Set of 3 specimens

CD - Consolidated drained

general remarks: * shear strength taken as half deviator stress at failure for each stage. # denotes sample unsuitable to test.

no./ type

sample

depth

(m)

specimen

depth

(m)

code moisture

content

(%)

density

bulk

(Mg/m3) (Mg/m3)

dry

cell

pressure

(kPa) (kPa)

stress

deviator failure

(%)

CONTRACT

28343

CLIENT

O - other (see remarks)S - shear (brittle failure)

/trial pit

WJI - intermediate 38 - 0.2mm 70 - 0.4mmmembrane thickness:

UNDRAINED TRIAXIAL COMPRESSION

HARWICH CHANNEL


code: membrane correction applied38 - 38mm dia. x 76mm

B - barrelling (plastic failure)106 - 0.4mm

failure mode:

R - Remoulded

rate of strain = 2%/min (unless specified)

SITE

borehole

no.


100 - 106mm dia. x 200mmUU - Unconsolidated undrained

sample taken vertically (unless specified)CU - Consolidated undrained

strain

failure

mode

shear

strength*

(kPa)

70 - 69mm dia. x 140mm


CHECKED

BS.1377 : Part 7 : 1990 : 8 and 9

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

4:03

:37

LABORATORY RESULTS - Classification and Strength

Project Project No:

Sample

Hole Depth Type Description

Depth)

Sample

PC145490HARWICH CHANNEL DEEPENING

Ref

m

(Specimen

Classification Strength

Symbol lp Test γb σ σ −σ cw w w

L p 3 31

Mg/m kN/m3 2

kN/m2

kN/m2

(>425)

c

kN/m2

upd

( )

%

γd

( )(

%%%

Avg

TP31A B C893260.40

(0.40)

Brown CLAY with occasional chalk

gravel.*

26 SS-

Rem

2.02 40 96 48

##

48

TP34 B C893270.20

(0.20)

Brown mottled light grey slightly

gravelly CLAY.*

19 SS-

Rem

2.07 40 200 100 100

TP37 B C893280.40

(0.40)

Brown CLAY with shells.* 28 SS-

Rem

1.93 40 59 30 30

TP39 B C893291.25

(1.25)

Brown slightly sandy CLAY.* 25 SS-

Rem

2.01 40 129 65

##

65

TP44 B C893301.25

(1.25)

Brown CLAY.* 24 SS-

Rem

2.06 40 223 111 111

TP45 B C893310.30

(0.30)

Brown CLAY with limestone gravel.* 21 SS-

Rem

2.11 40 123 61

##

61

TP47 B C893320.30

(0.30)

Brown mottled light grey CLAY.* 20 SS-

Rem

2.10 40 143 71

##

71

TP48 B C893330.30

(0.30)

Brown sandy CLAY.* 20 SS-

Rem

2.17 40 54 27

##

27

TP48 B C893340.75

(0.75)

Brown CLAY.* 21 SS-

Rem

1.71 40 78 39

##

39

TP52 B C893351.70

(1.70)

Brown mottled light grey CLAY with

chalk gravel.*

35 SS-

Rem

1.91 40 157 79 79

TP54 B C893361.25

(1.25)

Brown mottled light grey slightly gravely

CLAY.*

24 SS-

Rem

2.08 40 51 26 26

TP60 B C893370.30

(0.30)

Brown mottled grey CLAY.* 22 SS-

Rem

2.09 40 274 137 137

TP64 B C893380.30

(0.30)

Brown grey CLAY.* 35 SS-

Rem

1.89 40 98 49 49

TP65 B C893391.75

(1.75)

Grey CLAY.* 24 SS-

Rem

2.04 40 151 75 75

TP102 B C893400.30

(0.30)

Dark brown CLAY.* 47 SS-

Rem

1.70 40 130 65 65

Remarks Tests performed in accordance with BS 1377: 1990

NST - Not suitable for Test

TP099 0.35 I U P 100 80 105 13.56 115.62 1.01 1.46 1.48 Brown SILTSTONE

TP099 0.35 I U P 90 40 85 13.59 98.69 1.39 1.36 1.89 Brown SILTSTONE

D - diametralA - axialI - Irregular lump

Y - parallel

remarks:

moisture condition:

rock type

S - soaked

N - natural moisture contentP - partially air dried

Tests carried out in accordance with I.S.R.M.(1985): Suggested Methods for Determining Point Load Strength.

Int. J. Rock Mech. Min. Sci. and Geotech. Abstr. Vol.22 No. 2.

POINT LOAD STRENGTH TEST RESULTSI.S.R.M. 1985

Z - oblique

test type: test orientation relative to discontinuities:X - perpendicular U - unknown

sample

depth

(m)

test

type

test

orientation

moisture

condition

width

W

(mm) (mm)

L

length platen

sep.D

(mm) (kN)

loadP

failure equiv.

dia.De

(mm)

(MPa)

Is size

factor

F

(MPa)

Is(50)

CHECKED


HARWICH CHANNEL

28343


CLIENT

SITE

CONTRACT

borehole

/trial pit

no.

WJ

Geo

tech

nica

l Eng

inee

ring

Ltd,

Cen

turio

n H

ouse

, O

lym

pus

Par

k, Q

uedg

eley

, G

louc

este

r. G

L2 4

NF

. T

el. 0

1452

527

743

283

43.G

PJ

05/0

3/20

14 1

1:46

:27

FACTUAL REPORT ON GROUND INVESTIGATION Prepared for ... · FACTUAL REPORT ON GROUND INVESTIGATION...

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