SECTIONA:EXPLORATORYHOLELOGLEGENDS - …plandocs.tameside.gov.uk/anitepublicdocs/00198545.pdf · SECTIONA:EXPLORATORYHOLELOGLEGENDS Page2of2 Issue2.0 SAMPLING NOTATION U UndisturbedU100orU38sample

SECTION A: EXPLORATORY HOLE LOG LEGENDS

Page 1 of 2 Issue 2.0

CODE DESCRIPTION LEGEND

101 Topsoil

CODE DESCRIPTION LEGEND

806 Coal

104 Concrete

102 Made Ground 807 Breccia

201 Clay

808 Conglomerate

301 Silt

809 Fine Grained Igneous

401 Sand

810 Medium Grained Igneous

501 Gravel

811 Coarse Grained Igneous

601 Peat

812 Fine Grained Metamorphic

701 Cobbles

813 Coarse / Medium GrainedMetamorphic

730 Boulders

EVT Evaporite

801 Mudstone

MWS Mine Workings

802 Siltstone

904 Grout

803 Sandstone

905 Arisings

804 Limestone

BLK Zone of No Recovery

805 Chalk

WTR Water

Note: Most soils types comprise a mixture of particle sizes. These soiltypes are represented graphically on the exploratory hole logs bycombining the legends shown on this sheet.

SECTION A: EXPLORATORY HOLE LOG LEGENDS


SAMPLING NOTATION

U Undisturbed U100 or U38 sample(size given on log)

UT Thin wall open drive tube sampler(size given on log)

P Piston Sample

BLK Block Sample

M Mazier Sample

TW Thin Walled Sample

L Liner Sampleobtained from windowless sampler

D Small Disturbed Sample

B Bulk Disturbed Sample

LB Large Bulk Disturbed Sample

C Core Sample

ES Environmental Soil Sample

EW Environmental Water Sample

W Water Sample

UF No Recovery in U Sample

UTF No Recovery in UT Sample

PF No Recovery in P Sample

TWF No Recovery in TW Sample

OTHER NOTATION

TCR Total Core Recovery

SCR Solid Core Recovery

RQD Rock Quality Designation

FI Fracture Index

If Fracture Spacing

NI Non Intact

NA Data Not Applicable

NR Data Not Recorded

GRAPHICS USED

Standing water levelJoining bar indicates level risenWaterstrike level

IN SITU TEST NOTATION

SPT Standard Penetration Test with a Split Spoon

SPT(C) Standard Penetration Test with a Cone

C Cone Penetration Test

NP No Penetration for SPT or SPT(C)

V Vane Test

HV Hand Vane

HP Hand Penetrometer

CBR California Bearing Ratio Test

K Permeability Test(test type not differentiated)

Pr Pressuremeter Test

SUPPORTING FACTUAL DATA

SECTION AExploratory Hole Records andField Data

CABLE PERCUSSION AND ROTARYDRILLING RECORDS

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IN SITU TEST DATA

Test no ChainageInitial Depth m Weather

Remarks

Recorded by:

Date:Form No. Revision No.SE-IST-F-014 2.02 Issue Date 01/09/2010 Part of VINCI Construction UK Limited

14/03/2013

TW

1 39 815 15

1 38 800 20

1 37 780 10

1 36 770 20

1 35 750 10

1 34 740 10

1 33 730 15

1 32 715 15

1 31 700 10

1 30 690 40

1 29 650 10

1 28 640 10

1 27 630 15

1 26 615 15

1 25 600 10

590 10

1 23 580 10

1 22 570 10

1 21 560 10

1 24

1 20 550 10

1 19 540 10

1 18 530 5

1 17 525 5 1 57 1700 95

520 10 1 56

1 15 510 10 1 55 1500 70

1605 105

1350 110

1 14 500 5 1 54 1430

1 13 495 5 1 53

80

1 16

1 12 490 30 1 52 1240 40

1 11 460 25 1 51 1200 30

1 10 435 35 1 50 1170 30

1 9 400 20 1 49 1140 40

380 30 1 48

1 7 350 30 1 47 1065 25

1100 35

1000 50

1 6 320 50 1 46 1040

1 5 270 20 1 45

40

1 8

1 4 250 30 1 44 950 30

1 3 220 40 1 43 920 40

1 2 180 40 1 42 880 20

1 1 140 30 1 41 860 30

Readingmm

Differencemm

0 0 110 0 1 40 830

Number of blows Total blowsReading

mmDifference

mmNumber of blows Total blows

15

Client Education Funding Agency

1 NA0.00 Fine

Project Name Silver Spring Primary Academy Record of Results for TRL DCP (Dynamic

Cone Penetrometer)

Hole ID

HHWS01Project No. TA7097

Engineer Mott MacDonald Ltd


Remarks

Recorded by:

Date:Form No. Revision No.

TW

14/03/2013SE-IST-F-015 2.02 Issue Date 01/09/2010 Part of VINCI Construction UK Limited

1 NA0.00 Fine

Layer 1 CBR value 25


HHWS01


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 10 20 30 40 50 60

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)

Total number of blows


Remarks

Recorded by:


14/03/2013

TW

1 39 1125 15

1 38 1110 20

1 37 1090 10

1 36 1080 20

1 35 1060 20

1 34 1040 20

1 33 1020 20

1 32 1000 15

1 31 985 20 1 71 1700 20

70 1680 201 30 965 20 1

1 29 945 15 1 69 1660 15

68 1645 151 28 930 20 1

1 27 910 10 1 67 1630 0

1 26 900 25 1 66 1630 15

1 25 875 15 1 65 1615 10

860 20 1 64

1 23 840 20 1 63 1590 20

1605 15

1550 20

1 22 820 15 1 62 1570

1 21 805 20 1 61

20

1 24

1 20 785 15 1 60 1530 20

1 19 770 20 1 59 1510 20

1 18 750 30 1 58 1490 20

1 17 720 20 1 57 1470 20

700 20 1 56

1 15 680 30 1 55 1420 15

1450 30

1380 15

1 14 650 25 1 54 1405

1 13 625 25 1 53

25

1 16

1 12 600 25 1 52 1365 20

1 11 575 25 1 51 1345 20

1 10 550 30 1 50 1325 15

1 9 520 25 1 49 1310 20

495 25 1 48

1 7 470 20 1 47 1270 20

1290 20

1230 20

1 6 450 30 1 46 1250

1 5 420 25 1 45

20

1 8

1 4 395 20 1 44 1210 10

1 3 375 25 1 43 1200 25

1 2 350 40 1 42 1175 15

1 1 310 100 1 41 1160 20

Readingmm

Differencemm

0 0 210 0 1 40 1140


mmDifference


15


1 NA0.00 Fine


Cone Penetrometer)

Hole ID




Remarks

Recorded by:


TW


1 NA0.00 Fine

Layer 1 CBR value 10, Layer 2 CBR value 14, Layer 3 CBR value 14


HHWS02


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

0 10 20 30 40 50 60 70 80

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:

Date:Form No. Revision No. Part of VINCI Construction UK Limited

Fine


Cone Penetrometer)

Hole ID

WS01Project No. TA7097


01/09/2010


2.02 Issue Date

2

2

2

NA10.00

Readingmm

Differencemm

35

25

30

2

310

TW

Differencemm

Number of blows Total blows

0

240

54 1340 25

65

14/03/2013


mm

0 0 70

2 2

2 8 550 80

4 405 95

2 6 470

2 12 700 75

2 10 625 75

2 16 800 40

2 14 760 60

2 20 890 40

2 18 850 50

2 24 970 45

2 22 925 35

2 28 1025 25

2 26 1000 30

1190 20

2 32 1075 25

2 30 1050 25

2 36 1125 25

2 34 1100 25

2 48 1270 25

2 46 1245 20

2 40 1170 20

2 38 1150 25

2

76

74

72

70

68

20

60

30

1450

1475

1505

153566

15

58 1415 35

56 1380 40

52 1315

50 1290

20

25

20

10

2

30

822

80 1680

1700 20

2

25

64

62

2

2

2

2

2

44 1225 35

2 42

SE-IST-F-014

2

2

2

78

1560

1580

1590

16352

2

2

1660

1605

25


Remarks

Recorded by:

Date:Form No. Revision No. Part of VINCI Construction UK Limited

Fine

2.02 Issue Date 01/09/2010

TW

14/03/2013

0.00


1 NA


Cone Penetrometer)

Hole ID



SE-IST-F-015

Layer 1 CBR value 22, Layer 2 CBR value 17

0

200

400

600

800

1000

1200

1400

1600

0 10 20 30 40 50 60 70 80 90

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:


14/03/2013

TW

2 78 1530 10

2 76 1520 10

2 74 1510 10

2 72 1500 20

2 70 1480 10

2 68 1470 15

2 66 1455 25

2 64 1430 15

2 62 1415 10

2 60 1405 15

2 58 1390 20

2 56 1370 10

2 54 1360 15

2 52 1345 25

2 50 1320 30

1290 20

2 46 1270 20

2 44 1250 20

2 42 1230 20

2 48

2 40 1210 15

2 38 1195 25

2 36 1170 20

2 34 1150 30

1120 30

2 30 1090 35

2 28 1055 45

2 26 1010 20

2 32

2 24 990 40

2 22 950 40

2 20 910 55 2 100 1700 10

2 18 855 65 2 98 1690 15

790 60 2 96

2 14 730 90 2 94 1660 20

1675 15

1625 20

2 12 640 85 2 92 1640

2 10 555 70 2 90

15

2 16

2 8 485 90 2 88 1605 15

2 6 395 85 2 86 1590 20

2 4 310 90 2 84 1570 5

2 2 220 170 2 82 1565 15

Readingmm

Differencemm

0 0 50 0 2 80 1550


mmDifference


20


1 NA0.00 Fine


Cone Penetrometer)

Hole ID




15601570

Remarks

Recorded by:


TW


1 NA0.00 Fine

Layer 1 CBR value 5.8, Layer 2 CBR value 37


WS02


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 20 40 60 80 100 120

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:


14/03/2013

TW

1 39 840 30

1 38 810 20

1 37 790 15

1 36 775 20

1 35 755 15

1 34 740 80

1 33 660 40

1 32 620 5

1 31 615 35

1 30 580 25

1 29 555 20

1 28 535 10

1 27 525 15

1 26 510 20

1 25 490 30

460 10

1 23 450 10 1 63 1740 40

1650 50

1 22 440 5 1 62 1700

1 21 435 5 1 61

50

1 24

1 20 430 10 1 60 1600 30

1 19 420 30 1 59 1570 100

1 18 390 20 1 58 1470 80

1 17 370 20 1 57 1390 25

350 10 1 56

1 15 340 10 1 55 1350 40

1365 15

1260 10

1 14 330 5 1 54 1310

1 13 325 10 1 53

50

1 16

1 12 315 5 1 52 1250 30

1 11 310 15 1 51 1220 30

1 10 295 5 1 50 1190 20

1 9 290 5 1 49 1170 25

285 5 1 48

1 7 280 5 1 47 1100 30

1145 45

1040 30

1 6 275 5 1 46 1070

1 5 270 10 1 45

30

1 8

1 4 260 5 1 44 1010 25

1 3 255 5 1 43 985 30

1 2 250 5 1 42 955 35

1 1 245 25 1 41 920 50

Readingmm

Differencemm

0 0 220 0 1 40 870


mmDifference


30


1 NA0.20 Fine


Cone Penetrometer)

Hole ID




Remarks

Recorded by:


TW


1 NA0.20 Fine

Layer 1 CBR value 8.6, Layer 2 CBR value 2.6


WS03


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 10 20 30 40 50 60 70

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:


14/03/2013

TW

2 78 1290 15

2 76 1275 30

2 74 1245 15

2 72 1230 20

2 70 1210 30

2 68 1180 40

2 66 1140 65

2 64 1075 50

2 62 1025 55

2 60 970 40

2 58 930 40

2 56 890 30

2 54 860 40

2 52 820 95

2 50 725 100

625 80

2 46 545 20

2 44 525 25

2 42 500 80

2 48

2 40 420 30

2 38 390 20

2 36 370 10 1 115 1710 15

2 34 360 10 2 114 1695 25

350 10 2 112

2 30 340 5 2 110 1640 20

1670 30

1595 15

2 28 335 10 2 108 1620

2 26 325 5 2 106

25

2 32

2 24 320 0 2 104 1580 20

2 22 320 10 2 102 1560 20

2 20 310 10 2 100 1540 20

2 18 300 10 2 98 1520 30

290 5 2 96

2 14 285 10 2 94 1475 25

1490 15

1430 10

2 12 275 5 2 92 1450

2 10 270 5 2 90

20

2 16

2 8 265 10 2 88 1420 20

2 6 255 15 2 86 1400 30

2 4 240 65 2 84 1370 20

2 2 175 45 2 82 1350 25

Readingmm

Differencemm

0 0 130 0 2 80 1325


mmDifference


35


1 NA0.10 Fine


Cone Penetrometer)

Hole ID




Remarks

Recorded by:


TW


1 NA0.10 Fine

Layer 1 CBR value 5.3, Layer 2 CBR value 24


WS04


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 20 40 60 80 100 120 140

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:


14/03/2013

TW

2 78 1350 35

2 76 1315 35

2 74 1280 35

2 72 1245 30

2 70 1215 30

2 68 1185 30

2 66 1155 30

2 64 1125 25

2 62 1100 30

2 60 1070 20

2 58 1050 30

2 56 1020 30

2 54 990 40

2 52 950 40

2 50 910 40

870 40

2 46 830 20

2 44 810 10

2 42 800 10

2 48

2 40 790 20

2 38 770 30

2 36 740 25

2 34 715 35

680 35 1 111

2 30 645 25 2 110 1695 15

1700 5

1670 10

2 28 620 20 2 108 1680

2 26 600 15 2 106

10

2 32

2 24 585 15 2 104 1660 10

2 22 570 30 2 102 1650 20

2 20 540 30 2 100 1630 20

2 18 510 40 2 98 1610 20

470 55 2 96

2 14 415 55 2 94 1570 45

1590 20

1505 10

2 12 360 70 2 92 1525

2 10 290 90 2 90

20

2 16

2 8 200 30 2 88 1495 15

2 6 170 15 2 86 1480 30

2 4 155 15 2 84 1450 40

2 2 140 10 2 82 1410 30

Readingmm

Differencemm

0 0 130 0 2 80 1380


mmDifference


30


1 NA0.10 Fine


Cone Penetrometer)

Hole ID




Remarks

Recorded by:


TW


1 NA0.10 Fine

Layer 1 CBR value 16


WS05


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 20 40 60 80 100 120

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)



Remarks

Recorded by:


14/03/2013

TW

2 78 1180 15

2 76 1165 15

2 74 1150 20

2 72 1130 15

2 70 1115 15

2 68 1100 20

2 66 1080 20

2 64 1060 15

2 62 1045 20

2 60 1025 15

2 58 1010 25

2 56 985 20

2 54 965 20

2 52 945 25

2 50 920 30

890 35

2 46 855 25

2 44 830 15

2 42 815 35

2 48

2 40 780 50

2 38 730 60 2 118 1700 25

2 36 670 50 2 116 1675 25

2 34 620 40 2 114 1650 30

580 40 2 112

2 30 540 40 2 110 1590 30

1620 30

1530 20

2 28 500 60 2 108 1560

2 26 440 50 2 106

30

2 32

2 24 390 30 2 104 1510 30

2 22 360 30 2 102 1480 30

2 20 330 20 2 100 1450 40

2 18 310 20 2 98 1410 50

290 10 2 96

2 14 280 15 2 94 1310 30

1360 50

1260 10

2 12 265 15 2 92 1280

2 10 250 10 2 90

20

2 16

2 8 240 20 2 88 1250 10

2 6 220 20 2 86 1240 5

2 4 200 10 2 84 1235 25

2 2 190 20 2 82 1210 10

Readingmm

Differencemm

0 0 170 0 2 80 1200


mmDifference


20


1 NA0.15 Fine


Cone Penetrometer)

Hole ID




Remarks

Recorded by:


TW


1 NA0.15 Fine

Layer 1 CBR value 13, Layer 2 CBR value 30, Layer 3 CBR value 11


WS06


Cone Penetrometer)

Hole ID

Project No. TA7097


0

200

400

600

800

1000

1200

1400

1600

0 20 40 60 80 100 120 140

Dep

th in

mm

(cor

rect

ed b

y ze

ro re

adin

g of

DC

P)


Form No. IssueNo.RevisionNo Issue Date1.04SE-IST-F-017 08/11/2012 Part of the Bachy Soletanche Group

Project Name Silver Spring Primary Academy Vane and Penetrometer Results

for Excavations

Hole ID



Employer Education Funding Agency

Depth Test no. Peak Vane Residual Vane Penetrometer Date Remarksm kPa kPa

0.50 3 78 15 11/03/20130.50 2 75 15 11/03/2013

1.00 2 110 20 11/03/20131.00 1 110 20 11/03/2013

1.00 3 <130 NA 11/03/2013

kPa0.50 1 80 10 11/03/2013

Form No. IssueNo.RevisionNo Issue Date1.01SE-IST-F-016 08/11/2012 Part of the Bachy Soletanche Group

Project Name Silver Spring Primary Academy Vane and Penetrometer Results

for Disturbed Samples

Hole ID


Engineer Mott MacDonald Ltd Table No.


Depth Sample RefSample

Type Test DepthTest

Number Peak VaneResidual

VanePenetro-

meter Remarksm m kPa kPa kPa

Date

100 10 11/03/20131.20 006 B 1.50 01110 15 11/03/20131.20 006 B 2.00 01

<130 NA 11/03/20131.20 006 B 2.50 01100 10 11/03/20131.20 006 B 3.00 01

Note: Tests carried out on disturbed samples will not reflect the shear strength of the in situ material



GROUNDWATER / GAS MONITORINGRESULTS

Form No.

Project Name Silver Springs Primary Academy Groundwater Inflows Recorded In

Exploratory HolesProject No. TA7097


01Client Education Funding Agency

Hole ID Date TimeStrike at

depthRise to depth

Time taken to

rise

Casing depth at

strike time

Casing depth to seal flow

Stratum Flow rate remarks

dd/mm/yyyy hhmm m m mins m m

BH01 12/03/2013 1130 5.00 5.00 20 5.00 5.70 MADE GROUND

BH03 14/03/2013 1615 4.30 4.10 20 4.00 5.70 Silty gravelly SAND

WS02 12/03/2013 1.20 1.20 20 N/A Not sealed Sandy gravelly CLAY

WS04 12/03/2013 2.00 2.00 20 N/A Not sealed Sandy gravelly CLAY

SE-PGR-F-007 Issue No. 3 Revision No. 03 Issue Date 19/10/2011 Part of VINCI Construction UK Limited

Recorded by: Checked by: Approved by:

Date: Date: Date:Form No. SE-PGR-F-008 Part of VINCI Construction UK Limited05/11/2009Issue DateIssue.Revision No.

1.411.73 08:00

08:15

04/04/2013

04/04/2013

1.41

BH03

WS01

WS02

WS05

3.70

Client

2.04

NOTES:For multiple installations at the same depth, use different Installation IDs. Otherwise, the field is optional.Monitoring point depth for piezometers = tip depth, for standpipes = base of response zone

DRY

Project Name Silver Springs Primary Academy Groundwater Readings For Installations

Project No.

Engineer

TA7097

Mott MacDonald Ltd

19/03/2013

Date

dd/mm/yyyy12:10

11:45

12:25

NA

SP

SP

m

01

TypeTime

hh:mm

01

01

Reading

6.95

6.00

3.50

2.00

BH01

BH02

01

COMMENTS

Exploratory Hole ID

6.00SP

01

SP

Education Funding Agency

SPIE=Piezometer, SP=Standpipe

Table No.

02

Reading

5.59hh:mm m

DRY08:45DRY

07:30

5.15DRY

1.42 04/04/2013

04/04/2013

08:30

07:45

Time

2.20

Date

dd/mm/yyyy04/04/2013

04/04/2013

Reading

m6.93

DRY

1.74

DRY

1.43

DRY11:50

Time

hh:mm11:10

10:50

11:30

11:00

11:40

Date

dd/mm/yyyy28/03/2013

28/03/2013

28/03/2013

28/03/2013

28/03/2013

28/03/2013

12:00

12:35

11:47

SP

SP

9.70

5.20

9.50

5.00

6.90 01

Dept

h to

bas

e of

pip

e

m

Mon

itorin

g po

int d

epth

m6.80

ID

Installation Details Recorded Water Level

19/03/2013

19/03/2013

19/03/2013

19/03/2013

19/03/2013

Recorded by: Checked by: Approved by:

Date: Date: Date:Form No.

Project Name Silver Springs Primary Academy Groundwater Readings For Installations

Project No. TA7097



NOTES: SPIE=Piezometer, SP=StandpipeFor multiple installations at the same depth, use different Installation IDs. Otherwise, the field is optional.Monitoring point depth for piezometers = tip depth, for standpipes = base of response zone

COMMENTS

Exploratory Hole ID

Installation Details Recorded Water Level

Type

Dept

h to

bas

e of

pip

e

Mon

itorin

g po

int d

epth

IDDate Time Reading Date

dd/mm/yyyy

Time Reading Date Time Reading

m m dd/mm/yyyy hh:mm m hh:mm m dd/mm/yyyy hh:mm mBH01 SP 6.80 6.90 01 10/04/2013 09:10 5.74

BH02 SP 9.50 9.70 01 10/04/2013 09:15 DRY

BH03 SP 5.00 5.20 01 10/04/2013 09:25 1.53

WS01 SP 6.00 6.00 01 10/04/2013 09:30 5.21

WS02 SP 3.50 3.70 01 10/04/2013 09:35 1.45

WS05 SP 2.00 2.20 01 10/04/2013 09:00 DRY

SE-PGR-F-008 Issue.Revision No. 2.04 Issue Date 05/11/2009 Part of VINCI Construction UK Limited

Notes Type of Sampling Point:

For double gas valves, record valves separately, using separate Monitoring Point IDm

m m

m

6.95 6.93 5.59 5.74

1007 1012 1001 1008

<1 <1 <1 <1

6.80 6.80 6.80 6.80

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 11.1 1.2

20.4 20.1 13.8 17.5

<1 <1 1 <1

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 10.9 1.1

20.8 20.4 13.9 19.7

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

Equipment Serial Number

Monitored By

Comments

Form No. Revision No.

CE CE TW CE

SE-EMS-F-002 2.05 Issue Date 08/06/2010 Part of VINCI Construction UK Limited

Equipment Last Calibrated 19/08/2012 19/08/2012 19/08/2012 19/08/2012

G501004 G501004 G501004 G501004

Equipment Type

Weather Conditions: Snow Snow Fine Fine

H2S: Steady State ppm 1

Gas Flow l/hr 0.1

O2: Steady State %v/v 0.1

CO: Steady State ppm 1

CH4: Steady State %v/v 0.1

CO2: Steady State %v/v 0.1

09:12:00

CH4: (LEL) Steady State % 1

Time of Steady readings hh:mm:ss N/A 12:13:00 11:15:00 07:47:00

CO: Peak ppm 1

H2S: Peak ppm 1

CO2: Peak %v/v 0.1

O2: Minimum %v/v 0.1

CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

12:12:00 11:13:00 07:46:00 09:11:00

Base depth of installation at time of monitoring

m 0.01

Time of 'Peak' readings hh:mm:ss N/A

Atmospheric pressure mb 1

Relative pressure mb 1

Water Level m 0.01

Time of initial readings hh:mm:ss N/A 12:10:00 11:10:00 07:45:00

4 5 6 7 8

09:10:00


GMP = Gas Monitoring Point, GMP+SP = Gas Monitoring Point and Standpipe, GMP+SPIE = Gas Monitoring Point and Standpipe Piezometer, GMP+GWMP = Gas Monitoring Point and Groundwater Monitoring Point

Date dd/mm/yyyy N/A 19/03/2013 28/03/2013

Measured Parameter Units Detection Limit

Monitoring round no. N/A N/A 1 2 3

04/04/2013 10/04/2013

Distance to monitoring point 6.90 Monitoring Point ID 1

Project Name Silver Springs Primary Academy Record Of Gas Monitoring

Hole ID

BH01Project No. TA7097


Top of response zone 0.80 Base of response zone 6.90

Well Type SP+GMP+GWMP Initial base depth of installation 6.80



m m

m

DRY DRY DRY DRY

1007 1012 1002 1008

<1 <1 <1 <1

9.50 9.50 9.50 9.50

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

0.3 0.4 0.6 0.3

20.4 20.1 20.9 20.2

<1 <1 <1 <1

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

0.3 0.3 0.5 0.2

20.4 20.1 20.9 20.4

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 0.1 <0.1


Monitored By

Comments


CE CE TW CE



G501004 G501004 G501004 G501004

Equipment Type



Gas Flow l/hr 0.1





09:17:00



CO: Peak ppm 1

H2S: Peak ppm 1

CO2: Peak %v/v 0.1


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

11:46:00 10:51:00 08:46:00 09:16:00


m 0.01




Water Level m 0.01


4 5 6 7 8

09:15:00



Date dd/mm/yyyy N/A 19/03/2013 28/03/2013



04/04/2013 10/04/2012



Hole ID







m m

m

1.73 1.74 1.41 1.53

1007 1012 1001 1008

<1 <1 <1 <1

5.00 5.00 5.00 5.00

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

0.3 0.6 0.8 0.5

19.3 19.5 20.7 20.6

<1 <1 1 <1

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

0.2 0.4 0.2 0.4

20.1 19.8 22.0 20.6

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 0.1 <0.1


Monitored By

Comments


CE CE TW CE



G501004 G501004 G501004 G501004

Equipment Type



Gas Flow l/hr 0.1





09:27:00



CO: Peak ppm 1

H2S: Peak ppm 1

CO2: Peak %v/v 0.1


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

12:27:00 11:33:00 08:02:00 09:26:00


m 0.01




Water Level m 0.01


4 5 6 7 8

09:25:00



Date dd/mm/yyyy N/A 19/03/2013 28/03/2013



04/04/2013 10/04/2012



Hole ID







m m

m

DRY DRY 5.15 5.21

1007 1012 1002 1008

<1 <1 <1 <1

6.00 6.00 6.00 6.00

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 3.4 0.8

20.6 19.9 18.5 19.9

<1 <1 <1 <1

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 3.2 0.5

20.6 20.1 18.7 20.2

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 0.3 0.2


Monitored By

Comments


CE CE

19/08/2012 19/08/2012 19/08/2012 19/08/2012

Equipment Type

Equipment Last Calibrated

G501004 G5001004

7 8

09:32:00

08:17:00

%v/v

6

ppm

1

hh:mm:ss N/A

0.1

ppm

Snow Fine

H2S: Steady State

ppm

1

O2: Steady State

CH4: Steady State

0.1

1

0.1

%

%v/v

%v/v

hh:mm:ss 09:31:0011:02:00

Base of response zone

Initial base depth of installationSP+GMP+GWMP

Distance to monitoring point

Top of response zone

H2S: Peak 1

1

CH4: (LEL) Steady State

0.1

%v/v

%

CO: Steady State

Well Type

12:03:00

12:02:00

11:05:00 08:20:00

0.1

0.1

%v/v

%v/v

1ppm

3

0.01

m

mb

mb

1

1

N/A

Issue Date2.05

Gas Flow l/hr

08/06/2010SE-EMS-F-002

FineWeather Conditions: Snow

TW CE

G501004 G501004

Hole ID

WS01

03

Table No.

4 5

0.01


08:15:00

10/04/2012

09:30:00

Mott MacDonald Ltd

Education Funding Agency

N/A

6.00

2.80


1Monitoring Point ID

6.00

6.00

Project No.

Engineer

N/A

dd/mm/yyyy

Atmospheric pressure

CO2: Peak

Time of Steady readings

Time of 'Peak' readings


CH4: (LEL) Peak

O2: Minimum

m

TA7097

Measured Parameter

Date

Units

11:00:00hh:mm:ss

Detection Limit

Client

0.1

Part of VINCI Construction UK Limited

19/03/2013

12:00:00

Relative pressure

CH4: Peak

CO: Peak

CO2: Steady State

1 2

N/A

N/A

28/03/2013 04/04/2013

Time of initial readings

Water Level

Monitoring round no.



m m

m

1.42 1.43 1.41 1.45

1007 1012 1002 1008

<1 <1 <1 <1

3.50 3.50 3.50 3.50

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 0.2 0.1

20.9 20.6 21.6 20.3

<1 <1 <1 <1

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 <0.1 <0.1 <0.1

<0.1 0.1 0.2 <0.1

21.0 20.8 22.1 20.5

<1 <1 <1 <1

<1 <1 <1 <1

<0.1 0.1 0.1 <0.1


Monitored By

Comments


CE CE TW CE



G501004 G501004 G501004 G501004

Equipment Type



Gas Flow l/hr 0.1





09:37:00



CO: Peak ppm 1

H2S: Peak ppm 1

CO2: Peak %v/v 0.1


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

12:37:00 11:41:00 08:31:00 09:36:00


m 0.01




Water Level m 0.01


4 5 6 7 8

09:35:00



Date dd/mm/yyyy N/A 19/03/2013 28/03/2013



04/04/2013 10/04/2013



Hole ID







m m

m

1 DRY DRY DRY1 1012 1001 10081 <1 <1 <11 2.00 2.00 2.00

<1 1 <1 <1 <11 <0.1 <0.1 <0.11 1.4 1.4 1.2

21.0 21.0 19.8

<1 <1 <1

<1 <1 <1

<1 <1 <1

<0.1 <0.1 <0.1

1.4 1.4 0.9

21.0 21.0 20.2

<1 <1 <1

<1 <1 <1

<0.1 0.2 <0.1


Monitored By

Comments


CE CE TW CE


1. No Access.


G501004 G501004 G501004 G501004

Equipment Type



Gas Flow l/hr 0.1





09:03:00


Time of Steady readings hh:mm:ss N/A 11:54:00 07:34:00

CO: Peak ppm 1

H2S: Peak ppm 1

CO2: Peak %v/v 0.1


CH4: (LEL) Peak % 1

CH4: Peak %v/v 0.1

11:52:00 07:32:00 09:02:00


m 0.01




Water Level m 0.01


4 5 6 7 8

09:00:00



Date dd/mm/yyyy N/A 19/03/2013 28/03/2013



04/04/2013 10/04/2013



Hole ID






SECTION BLaboratory Testing

KEY TO LABORATORY TEST RESULTSAND SUMMARY SHEETS

SECTION B: KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS

FIELD IDENTIFICATION

Sample Type U Undisturbed sample D Small disturbed sampleUT Thin wall open drive tube sample B Bulk disturbed sampleP Piston sample AMAL Amalgamated sampleTW Thin walled sample BLK Block sampleL Liner sample C Core sample

Test status Any result in italics indicates a test that is not within the scope of the UKAS accreditationfor this laboratory.

SUMMARY OF LABORATORY SOIL TESTS: INDEX / CLASSIFICATION TESTS

Particle density p Small pyknometer method g Gas jar method

Plastic index N/P Non plastic, although liquid limit will have been determined if requested

Particle size (PSD) 1 Following value in silt column denotes combined clay and silt fractionp Following value in clay column denotes sedimentation by pipette, else

sedimentation is by hydrometer.

SUMMARY OF LABORATORY SOIL TESTS: STRENGTH AND PERMEABILITY TESTS

Triaxial UU Single stage unconsolidated quick undrainedUUM Multi stage unconsolidated quick undrainedUU3 Set of 3 unconsolidated quick undrainedCU Single stage consolidated undrainedCUM Multi stage consolidated undrainedCU3 Set of 3 consolidated undrainedCD Single stage consolidated drainedCDM Multi stage consolidated drainedCD3 Set of 3 consolidated drained

Note that single stage tests are reported assuming phi = 0 for total stress

Consolidation Oed One-dimensional oedometermv Coefficient of compressibility quoted for range p0 to p0 + 100kPa, where determined

Permeability C Constant head permeability

Shearbox SSB Small shear boxLSB Large shear boxp Peak valuer Residual shear strengthRS Ring shear


SECTION B: KEY TO LABORATORY TEST RESULTS AND SUMMARY SHEETS


SUMMARY OF LABORATORY SOIL RE-USE TESTS

MCV s MCV value at natural or specified moisture contentint Intercept of calibration line in MCV calibration

SUMMARY OF LABORATORY ROCK STRENGTH TESTS

Point Type D Diametral A AxialLoad (combination I Irregular lump B Block

of) L Test performed parallel to planes of weaknessP Test performed perpendicular to planes of weaknessX Invalid failure of point load (not broken between points of load application)

SUMMARY OF LABORATORY ROCK MATERIALS TESTS

Ten% fines w Soaked test d Dry test

Important note:Summary sheets are provided for convenience and in no way replace individual test result sheets which shall,without exception, be regarded as the definitive result.

POINT LOAD INDEX RESULT

Point Type D Diametral A AxialLoad (combination I Irregular lump B Block

of) L Test performed parallel to planes of weaknessP Test performed perpendicular to planes of weaknessX Invalid failure of point load (not broken between points of load application)

Dimensions W Diameter of core or average smallest width perpendicular to axis of loading in ablock or irregular lump

D Distance between platens when just in contact with specimenD' Distance between platens at point of failureDe Equivalent core diameter Is P/De2

Is(50) F x Is F (De/50)0.45

Is(50) point load strength index corrected for a diametral test of core diameter 50mmFor Axial/Lump tests De2 = (4/Pi) x (W x D')For Diametral tests De2 = D x D'



LABORATORY SOIL TESTSUMMARY SHEETS

% % % % % % % % % % %

005 B 01 9¹ 38 50 3

012 B 01 5 15 42 39 0

020 B 01 9 19 43 29 0

027 B 01 9 12 45 35 0

029 D 01 12

030 U 01 10 29 15 14 92

034 D 01 12 31 14 17 91

036 D 01 11

037 U 01 4.1 21 NP NP 80

041 B 01 8 23 68 1 0

005 B 01 11¹ 37 47 4

007 D 01 23

008 U 01 18 34 17 17 86

009 D 01 17

012 D 01 16

015 U 01 14 33 17 16 93

018 D 01 16 32 16 16 93

021 U 01 12 29 15 14 91

022 D 012.65

p

023 D 01 12

Approved by:

Print date

Revision No. 2.03 Issue Date 20/11/2012 Part of the Bachy Soletanche Group

Sushil Sharda12/04/2013

Leeds Laboratory

BH02 5.80 5.80

BH02 5.00 5.37

BH02 5.50 5.50

BH02 3.00 3.00

BH02 4.00 4.00

BH02 1.70 1.70

BH02 2.00 2.00

BH02 1.10 1.10

BH02 1.20 1.51

BH01 10.00 10.00

BH02 0.50 0.50

BH01 8.80 8.80

BH01 9.00 9.36

BH01 7.00 7.29

BH01 8.00 8.00

BH01 6.00 6.00

BH01 7.00 7.00

BH01 2.00 2.00

BH01 4.00 4.00

Dry

Den

sity

Par

ticl

e Den

sity

Pla

stic

Lim

it

Pas

sing 4

25µm

Cla

y

Sam

ple

no.

Bulk

Den

sity

Spec

imen

dep

th m

Sam

ple

typ

e

Mois

ture

Conte

nt

Mg/m³

Silt

Gra

vel

Particle size

Sand

Cobble

s

Hole

ID

BH01

Sam

ple

dep

th m

0.50

Liquid

Lim

it

0.50

Project Name Silver Springs Primary Academy Classification Tests

Summary



Project No. TA7097

Pla

stic

Index

Linea

r Sh

rinka

ge

Spec

imen

no.

% % % % % % % % % % %

Dry

Den

sity

Par

ticl

e Den

sity

Pla

stic

Lim

it

Pas

sing 4

25µm

Cla

y

Sam

ple

no.

Bulk

Den

sity

Spec

imen

dep

th m

Sam

ple

typ

e

Mois

ture

Conte

nt

Mg/m³

Silt

Gra

vel

Particle size

Sand

Cobble

s

Hole

ID

Sam

ple

dep

th m

Liquid

Lim

it


Summary



Project No. TA7097

Pla

stic

Index

Linea

r Sh

rinka

ge

Spec

imen

no.

027 U 01 9.1 25 12 13 79

028 D 01

031 B 01 6 8 56 29 0

005 U 01 16 34 16 18 91

006 D 01 18

009 D 01 17 31 18 13 91

011 D 01 14

012 U 01 14 27 13 14 87

015 D 01 19

019 B 01 11¹ 89 0 0

021 U 01 13 27 12 15 89

024 D 01 10

026 D 01 11

027 U 01 11 26 12 14 81

028 D 012.67

p

029 D 01 7.7

003 B 01 3 12 29 27 29

009 D 01 53 61 NP NP 51

010 D 01 29

003 D 01 14 30 16 14 88

Approved by:

Print date


Leeds Laboratory


HHWS02 0.50 0.50

HHWS01 2.50 2.50

HHWS01 3.00 3.00

BH03 8.80 8.80

HHWS01 0.50 0.50

BH03 8.00 8.00

BH03 8.50 8.50

BH03 7.00 7.00

BH03 7.80 7.80

BH03 5.00 5.00

BH03 6.00 6.15

BH03 3.00 3.30

BH03 4.00 4.00

BH03 2.00 2.00

BH03 2.80 2.80

BH03 1.20 1.20

BH03 1.70 1.70

BH02 7.50 7.50

BH02 8.00 8.00

BH02 7.00 7.00

% % % % % % % % % % %

Dry

Den

sity

Par

ticl

e Den

sity

Pla

stic

Lim

it

Pas

sing 4

25µm

Cla

y

Sam

ple

no.

Bulk

Den

sity

Spec

imen

dep

th m

Sam

ple

typ

e

Mois

ture

Conte

nt

Mg/m³

Silt

Gra

vel

Particle size

Sand

Cobble

s

Hole

ID

Sam

ple

dep

th m

Liquid

Lim

it


Summary



Project No. TA7097

Pla

stic

Index

Linea

r Sh

rinka

ge

Spec

imen

no.

007 D 01 13

008 D 01 12 30 14 16 91

003 D 01 18 33 19 14 92

006 D 01 15

010 B 01 14¹ 76 10 0

003 D 01 25 38 17 21 86

007 D 01 19

010 D 01 13

011 D 01 14 34 17 17 87

012 D 012.66

p

005 B 01 14¹ 28 58 0

007 D 01 44 41 23 18 83

008 D 01 27

010 D 01 13 22 12 10 87

013 D 01 12

015 D 01 12

004 D 01 28 40 27 13 71

007 D 01 13

009 D 01 13

011 D 01 13 29 15 14 89

Approved by:

Print date


Leeds Laboratory


WS04 3.00 3.00

WS04 1.20 1.20

WS04 2.00 2.00

WS03 4.00 4.00

WS04 0.50 0.50

WS03 2.00 2.00

WS03 3.00 3.00

WS03 1.20 1.20

WS03 1.50 1.50

WS02 3.30 3.30

WS03 0.50 0.50

WS02 2.80 2.80

WS02 3.00 3.00

WS02 0.50 0.50

WS02 1.50 1.50

WS01 1.20 1.20

WS01 2.00 2.00

HHWS02 2.50 2.50

WS01 0.50 0.50

HHWS02 1.50 1.50

% % % % % % % % % % %

Dry

Den

sity

Par

ticl

e Den

sity

Pla

stic

Lim

it

Pas

sing 4

25µm

Cla

y

Sam

ple

no.

Bulk

Den

sity

Spec

imen

dep

th m

Sam

ple

typ

e

Mois

ture

Conte

nt

Mg/m³

Silt

Gra

vel

Particle size

Sand

Cobble

s

Hole

ID

Sam

ple

dep

th m

Liquid

Lim

it


Summary



Project No. TA7097

Pla

stic

Index

Linea

r Sh

rinka

ge

Spec

imen

no.

013 D 01 15

005 B 01 8 11 27 54 0

006 B 01 16 22 43 20 0

008 D 01 19 34 19 15 76

011 D 01 20

012 D 01 17 32 14 18 89

014 D 01 13

015 D 01 14

016 D 01 14

005 B 01 11 15 40 33 0

009 D 01 16 30 15 15 86

011 D 01 15

012 D 01 14 29 13 16 90

013 D 01 13

015 D 01 14

End

Approved by:

Print date

Revision No.

WS06 3.00 3.00

WS06 4.00 4.00

WS06 2.00 2.00

WS06 2.50 2.50

WS06 0.50 0.50

WS06 1.50 1.50

WS05 3.00 3.00

WS05 3.50 3.50

WS05 2.00 2.00

WS05 2.50 2.50

WS05 1.00 1.00

WS05 1.50 1.50

WS05 0.50 0.50

WS05 0.60 0.60

WS04 4.00 4.00

Leeds Laboratory

12/04/2013

2.03 Issue Date 20/11/2012

Sushil Sharda

Part of the Bachy Soletanche Group

c Ø c Ø

% Mg/m³ kPa º m²/MN m/s kPa º

030 U 2 12 2.24 UUM 97 10.6

037 U 2 6.1 1.92 UUM 46 17.8

008 U 2 24 2.05 Oed

008 U 3 20 2.09 UU 24 0

015 U 2 18 2.09 Oed

015 U 3 17 2.16 UU 82 0

021 U 2 12 2.25 UU 196 0

027 U 2 11 2.31 UU 178 0

005 U 2 17 2.07 Oed

005 U 3 17 2.10 UU 88 0

012 U 2 13 2.26 UU 175 0

021 U 2 13 2.17 UU3 66 11.6

027 U 2 11 2.28 UU3 210 0.0

End

Approved by:

Sushil Sharda

Revision No. 3.03

BH03 6.00 6.20

BH03 8.00 8.27

BH03 1.20 1.43

BH03 3.00 3.10

BH02 7.00 7.14

BH03 1.20 1.35

BH02 3.00 3.13

BH02 5.00 5.17

BH02 1.20 1.31

BH02 3.00 3.06

BH01 9.00 9.16

BH02 1.20 1.24

Leeds Laboratory

23/11/2012Issue Date

12/04/2013Print date

7.03

Triaxial

Type

Specim

en no.

Bulk Density

Moisture Content

Sample no.

Specim

en depth m

Sample type

Shearbox

Type

Consol

Type mv

Type

Permeability


Project No. TA7097

Project Name Silver Springs Primary Academy Strength and

Permeability Summary


Hole ID

BH01

Sample depth m

7.00

K




LABORATORY SOIL TESTDATA SHEETS

Description

Moisture Content %

Percentage retained on 425µm sieve:

Preparation of sample: Wet sieve

Remarks:

Moisture content of soil passing 425µm

Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

7.00m

Sample Number

7.29m


Project Name Silver Springs Primary Academy

Project No. TA7097


14%

11%

Natural moisture content: 10%

Brown sandy slightly gravelly CLAY. Gravel is fine subrounded.

Test Method: BS1377: Part 2: 1990:

Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.26

Sushil Sharda

8%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

29%

15%

19/11/2012

12/04/2013

030

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH01


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

8.00m

Sample Number

8.00m



Project No. TA7097


17%

13%


Brown slightly sandy CLAY with rare fine subangular gravel.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.08

Sushil Sharda

9%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

31%

14%

19/11/2012

12/04/2013

034

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH01


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

9.00m

Sample Number

9.36m



Project No. TA7097


NP

5.1%

Natural moisture content: 4.1%

Brown slightly clayey gravelly SAND. Gravel is fine to coarse subrounded.


Clause 4.4 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

Stuart Kirk

20%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

21%

NP Tested as 1 point Liquid limit due to the sample being

sand and/or silt and it is very difficult to get all four points

on a line.

19/11/2012

12/04/2013

037

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH01


13

15

17

19

21

23

25

27

20 22 24 26 28 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

1.20m

Sample Number

1.51m



Project No. TA7097


17%

20%


Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subrounded.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.20

Sushil Sharda

14%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

34%

17%

19/11/2012

12/04/2013

008

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH02


13

15

17

19

21

23

25

27

30 32 34 36 38 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

3.00m

Sample Number

3.00m



Project No. TA7097


16%

15%


Reddish brown clayey slightly gravelly SAND. Gravel is fine to medium subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.13

Sushil Sharda

7%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

33%

17%

19/11/2012

12/04/2013

015

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH02


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

4.00m

Sample Number

4.00m



Project No. TA7097


16%

17%


Brown slightly sandy CLAY with rare fine gravel.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.05

Sushil Sharda

7%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

32%

16%

19/11/2012

12/04/2013

018

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH02


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

5.00m

Sample Number

5.37m



Project No. TA7097


14%

13%


Dark brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subrounded.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.14

Stuart Kirk

9%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

29%

15%

19/11/2012

12/04/2013

021

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH02


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

7.00m

Sample Number

7.00m



Project No. TA7097


13%

12%

Natural moisture content: 9.1%

Dark brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subrounded.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.03

Sushil Sharda

21%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

25%

12%

19/11/2012

12/04/2013

027

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH02


13

15

17

19

21

23

25

27

20 22 24 26 28 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

1.20m

Sample Number

1.20m



Project No. TA7097


18%

17%


Brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subrounded.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.07

Stuart Kirk

9%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

34%

16%

19/11/2012

12/04/2013

005

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH03


13

15

17

19

21

23

25

27

30 32 34 36 38 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.00m

Sample Number

2.00m



Project No. TA7097


13%

19%


Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subrounded to

subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.05

Sushil Sharda

9%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

31%

18%

19/11/2012

12/04/2013

009

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH03


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %

Estimated percentage retained on 425µm sieve:

Preparation of sample: Natural

Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

3.00m

Sample Number

3.30m



Project No. TA7097


14%

16%


Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subrounded.


Clause 4.3 and 5

Cone Pen

etration m

m

2.07 Issue Date

Leeds Laboratory

0.19

Stuart Kirk

13%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

27%

13%

19/11/2012

12/04/2013

012

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH03


13

15

17

19

21

23

25

27

20 22 24 26 28 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

6.00m

Sample Number

6.15m



Project No. TA7097


15%

14%


Dark brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.14

Stuart Kirk

11%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

27%

12%

19/11/2012

12/04/2013

021

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH03


13

15

17

19

21

23

25

27

20 22 24 26 28 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

8.00m

Sample Number

8.00m



Project No. TA7097


14%

13%


Dark brown sandy slightly gravelly CLAY. Gravel is fine subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.07

Sushil Sharda

19%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

26%

12%

19/11/2012

12/04/2013

027

Sample Type

USpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

BH03


13

15

17

19

21

23

25

27

20 22 24 26 28 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.50m

Sample Number

2.50m



Project No. TA7097


NP

104%


MADE GROUND : Blackish brown sandy gravelly clay. Gravel is fine to medium subangular

with ash, slag brick and clinker fragments.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

Sushil Sharda

49%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

61%

NP

19/11/2012

12/04/2013

009

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

HHWS01


13

15

17

19

21

23

25

27

50 54 58 62 66 70

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

0.50m

Sample Number

0.50m



Project No. TA7097


14%

15%


Brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subrounded to

subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

-0.04

Stuart Kirk

12%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

30%

16%

19/11/2012

12/04/2013

003

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

HHWS02


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.50m

Sample Number

2.50m



Project No. TA7097


16%

13%


Brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subrounded to

subangular.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

-0.05

Stuart Kirk

9%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

30%

14%

19/11/2012

12/04/2013

008

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

HHWS02


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

0.50m

Sample Number

0.50m



Project No. TA7097


14%

20%


Orangish brown occasional grey mottled slightly gravelly slightly sandy CLAY


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.08

Stuart Kirk

8%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

33%

19%

19/11/2012

12/04/2013

003

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS01


13

15

17

19

21

23

25

27

30 32 34 36 38 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %

Estimated percentage retained on 425µm sieve:

Preparation of sample: Natural

Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

0.50m

Sample Number

0.50m



Project No. TA7097


21%

29%


Orangish brown and grey mottled slightly gravelly slightly sandy CLAY. Gravel is fine

subrounded.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

0.55

Sushil Sharda

14%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

38%

17%

19/11/2012

12/04/2013

003

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS02


13

15

17

19

21

23

25

27

30 34 38 42 46 50

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

3.00m

Sample Number

3.00m



Project No. TA7097


17%

17%


Brown slightly gravelly sandy CLAY. Gravel is fine to medium subangular to subrounded.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

-0.03

Stuart Kirk

13%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

34%

17%

19/11/2012

12/04/2013

011

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS02


13

15

17

19

21

23

25

27

30 32 34 36 38 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

1.20m

Sample Number

1.20m



Project No. TA7097


18%

54%


Brown mottled dark grey slightly gravelly slightly organic sandy CLAY. Gravel is fine

subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

1.70

Stuart Kirk

17%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

41%

23%

19/11/2012

12/04/2013

007

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS03


13

15

17

19

21

23

25

27

30 34 38 42 46 50

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.00m

Sample Number

2.00m



Project No. TA7097


10%

15%


Brown slightly gravelly sandy CLAY. Gravel is fine subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.30

Stuart Kirk

13%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

22%

12%

19/11/2012

12/04/2013

010

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS03


13

15

17

19

21

23

25

27

10 14 18 22 26 30

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

0.50m

Sample Number

0.50m



Project No. TA7097


13%

39%


MADE GROUND:Greyish brown sandy gravelly clay. Gravel is fine to coarse subangular to

angular including brick,ash,clinker and slag fragments.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.95

Stuart Kirk

29%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

40%

27%

19/11/2012

12/04/2013

004

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS04


13

15

17

19

21

23

25

27

30 34 38 42 46 50

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

3.00m

Sample Number

3.00m



Project No. TA7097


14%

14%


Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subangular.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

-0.04

Sushil Sharda

11%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

29%

15%

19/11/2012

12/04/2013

011

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS04


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

1.00m

Sample Number

1.00m



Project No. TA7097


15%

26%


MADE GROUND : Brown sandy gravelly clay. Gravel is fine to coarse subangular of brick,

ash, clinker and slag.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

0.45

Sushil Sharda

24%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

34%

19%

19/11/2012

12/04/2013

008

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS05


13

15

17

19

21

23

25

27

30 32 34 36 38 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.00m

Sample Number

2.00m



Project No. TA7097


18%

19%


Brown slightly gravelly slightly sandy CLAY. Gravel is fine subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.29

Stuart Kirk

11%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

32%

14%

19/11/2012

12/04/2013

012

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS05


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Plasticity Index(%)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

1.50m

Sample Number

1.50m



Project No. TA7097


15%

19%


Orangish brown and grey mottled slightly gravelly slightly sandy CLAY. Gravel is fine to

medium subangular.


Clause 4.3 and 5

Co

ne

Pen

etra

tio

n m

m

2.07 Issue Date

Leeds Laboratory

0.25

Stuart Kirk

14%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

30%

15%

19/11/2012

12/04/2013

009

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS06


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

Moisture Content %



Remarks:


Approved by:

Print date

Revision No.

1Specimen Number

Sample Depth

2.50m

Sample Number

2.50m



Project No. TA7097


16%

15%


Brown sandy slightly gravelly CLAY. Gravel is fine to medium subangular.


Clause 4.3 and 5

Cone Penetration m

m

2.07 Issue Date

Leeds Laboratory

0.15

Sushil Sharda

10%

Liquidity index:

Liquid limit:

Plastic limit:

Plasticity index:

29%

13%

19/11/2012

12/04/2013

012

Sample Type

DSpecimen Depth

Liquid And Plastic

Limit Test

Hole ID

WS06


13

15

17

19

21

23

25

27

20 24 28 32 36 40

CL

ML MI MH

CI CH

MV

CV CE

ME0

20

40

60

80

100

0 10 20 30 40 50 60 70 80 90 100

Pla

stic

ity

Ind

ex(%

)

Liquid Limit (%)

Description

PARTICLE SIZE

Silt and clay:

Sand:

Gravel:

Cobbles:

Approved by:

Print date

Revision No. Part of the Bachy Soletanche Group3.03 Issue Date 19/11/2012

WET SIEVE DATA

91

Sieve size mm Cumulative

% passing

70


% passing

38

Leeds Laboratory

Sushil Sharda 12/04/2013

9

100

98

100

27

2285

78 18

59

66

94 32

3.35

57

28.0

20.0

14

0.300

50.0

37.5

125.0

100.0

75.0

63.0

53100

14.0

10.0

6.3

5.0

Engineer Mott MacDonald Ltd Sample Number



005

BS 1377: Part 2: 1990: 9.2Sample type

1

MADE GROUND : Brown clayey sandy fine to coarse subangular limestone gravel with

ballast and tarmac fragments.

Particle Size

Distribution

Hole ID

BH01

Project No. TA7097 Sample Depth

Sample size was insufficient to be representative of particle size

0.50m

B

Specimen Depth

0.50m

Specimen No.

41

0.212

0.150

0.063

47

0.425

2.00

1.18

0.600

General remarks

50

3

%

9

0.0

02

0.0

06

0.0

3

0.0

6

0.2

0.6

2 6 20

60

0

10

20

30

40

50

60

70

80

90

100

Per

centa

ge

Pas

sing (%

)

Sieve Size (mm)

Description

PARTICLE SIZE

Clay:

Silt:

Sand:

Gravel:

Cobbles:

Particle density: Assumed

Approved by:

Print date


Cumulative

% passing

WET SIEVE DATA SEDIMENTATION DATA

15

96


% passing

84

0.0030

0.0083


% passing

16

42

Leeds Laboratory


20

0.0252

0.0179

8

10

6

40.0015

0.0048100

100

100

48

4390

86 37

73

80

100 51

3.35

70

190.0495

28.0

20.0

31

0.300

50.0

37.5

125.0

100.0

75.0

63.0

66100

14.0

10.0

6.3

5.0

Equivalent

particle

diameter mm




012

BS 1377: Part 2: 1990: 9.2, 9.5Sample type

1

MADE GROUND : Dark grey sandy gravelly clay. Gravel is fine to coarse with pottery,

brick, coal and ash fragments.

Particle Size

Distribution

Hole ID

BH01


Sample size was insufficient to be representative of particle size

2.00m

B

Specimen Depth

2.00m

Specimen No.

57

0.212

0.150

0.063

61

0.425

2.00

1.18

0.600

2.65Mg/m³

General remarks

39

0

%

5

15

0.002

0.006

0.03

0.06

0.2

0.6

2 6 20

60

0

10

20

30

40

50

60

70

80

90

100

Percentage Passing (%)

Sieve Size (mm)

Description

PARTICLE SIZE

Clay:

Silt:

Sand:

Gravel:

Cobbles:


Approved by:

Print date


Cumulative

% passing


22

100


% passing

93

0.0030

0.0081


% passing

24

43

Leeds Laboratory


28

0.0245

0.0175

14

16

11

90.0015

0.0049100

100

100

58

5398

96 47

83

89

100 62

3.35

79

270.0481

28.0

20.0

40

0.300

50.0

37.5

125.0

100.0

75.0

63.0

75100

14.0

10.0

6.3

5.0

Equivalent

particle

diameter mm




020


1

MADE GROUND : Dark grey sandy gravelly clay. Gravel is fine to coarse angular to

subangular with brick, clinker and slag fragments.

Particle Size

Distribution

Hole ID

BH01


4.00m

B

Specimen Depth

4.00m

Specimen No.

67

0.212

0.150

0.063

71

0.425

2.00

1.18

0.600

2.65Mg/m³

General remarks

29

0

%

9

19

0.002

0.006

0.03

0.06

0.2

0.6

2 6 20

60

0

10

20

30

40

50

60

70

80

90

100


Sieve Size (mm)

Description

PARTICLE SIZE

Clay:

Silt:

Sand:

Gravel:

Cobbles:


Approved by:

Print date


Cumulative

% passing


17

100


% passing

86

0.0030

0.0080


% passing

17

45

Leeds Laboratory


21

0.0246

0.0175

12

13

10

80.0015

0.0051100

100

100

56

5098

92 42

73

80

100 59

3.35

71

200.0482

28.0

20.0

34

0.300

50.0

37.5

125.0

100.0

75.0

63.0

68100

14.0

10.0

6.3

5.0

Equivalent

particle

diameter mm




027


1

MADE GROUND : Blackish brown gravelly slightly sandy clay. Gravel is fine to coarse

subangular with pottery, clinker and brick fragments.

Particle Size

Distribution

Hole ID

BH01


6.00m

B

Specimen Depth

6.00m

Specimen No.

63

0.212

0.150

0.063

65

0.425

2.00

1.18

0.600

2.65Mg/m³

General remarks

35

0

%

9

12

0.002

0.006

0.03

0.06

0.2

0.6

2 6 20

60

0

10

20

30

40

50

60

70

80

90

100


Sieve Size (mm)

Documents

SECTIONA:EXPLORATORYHOLELOGLEGENDS - …plandocs.tameside.gov.uk/anitepublicdocs/00198545.pdf · SECTIONA:EXPLORATORYHOLELOGLEGENDS Page2of2 Issue2.0 SAMPLING NOTATION U UndisturbedU100orU38sample