Plate Loading Test to determine equivalent CBR Value

Collins Earthworks Ltd

Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE

Project PEPE, WarringtonProject PEPE, WarringtonProject PEPE, WarringtonProject PEPE, Warrington

Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/121898ETS/121898ETS/121898ETS/121898 C3030/42

In house method based on BS1377: Part 9: 1990 & HA 25/95 (replaced by IAN 73/06) Report Date: 26/01/2015

Material Description: Brown Clay, Occ Stone Host + 2% Cement Date Tested:

Supplier/Source: Test Location:

Load

Bearing Pressure Seating Load Test Load

kN/m2 mm mm

8.28.28.28.2 0.08 0.040.040.040.04

27.127.127.127.1 0.66 0.130.130.130.13

44.644.644.644.6 0.94 0.250.250.250.25

63.163.163.163.1 1.19 0.320.320.320.32

79.579.579.579.5 1.51 0.400.400.400.40

98.698.698.698.6 0.560.560.560.56

114.7114.7114.7114.7 0.770.770.770.77

130.4130.4130.4130.4 0.980.980.980.98

150.0150.0150.0150.0 1.221.221.221.22

166.5166.5166.5166.5 1.391.391.391.39

271.4271.4271.4271.4 0.000.000.000.00

0.00.00.00.0 1.11 0.690.690.690.69

Recovery % 27 50

600 mm

0.83

Bearing Pressure @ 1.25mm Settlement 153.0 kN/m² Authorised Signatory

Modulus of Subgrade Reaction K762 101.4 kN/m²/mm

Equivalent CBR ValueEquivalent CBR ValueEquivalent CBR ValueEquivalent CBR Value 28.928.928.928.9 %Moisture Content N/A % J A Hardcastle - Managing Director

20/01/2015

Location 2 Grid F3 Cemented Layer

Plate Diameter

Plate Correction Factor

Settlement

Ex-Site

153.0

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)

Load vs Settlement DataTEST LOAD

Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-121898 Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: Brown Clay, Occ Stone Host + 2% Cement Date Tested:


Load


kN/m2 mm mm

8.28.28.28.2 0.05 0.010.010.010.01

27.127.127.127.1 0.40 0.070.070.070.07

44.644.644.644.6 0.59 0.160.160.160.16

63.163.163.163.1 0.74 0.230.230.230.23

79.579.579.579.5 0.91 0.350.350.350.35

98.698.698.698.6 0.440.440.440.44

114.7114.7114.7114.7 0.560.560.560.56

130.4130.4130.4130.4 0.690.690.690.69

150.0150.0150.0150.0 0.830.830.830.83

166.5166.5166.5166.5 1.001.001.001.00

271.4271.4271.4271.4 1.281.281.281.28

0.00.00.00.0 0.55 0.620.620.620.62

Recovery % 39 52

600 mm

0.83




21/01/2015

Location 2 - Piling Rig

Plate Diameter


Settlement

Ex-Site

198.6

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: Brown Clay + Occ Stone + Cement Date Tested:


Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.010.010.010.01

27.127.127.127.1 0.23 0.080.080.080.08

44.644.644.644.6 0.36 0.120.120.120.12

63.163.163.163.1 0.49 0.150.150.150.15

79.579.579.579.5 0.58 0.190.190.190.19

98.698.698.698.6 0.230.230.230.23

114.7114.7114.7114.7 0.280.280.280.28

130.4130.4130.4130.4 0.340.340.340.34

150.0150.0150.0150.0 0.410.410.410.41

291.1291.1291.1291.1 1.311.311.311.31

346.4346.4346.4346.4 0.000.000.000.00

0.00.00.00.0 0.41 0.210.210.210.21

Recovery % 29 84

600 mm

0.83




06/02/2015

Crane Mat, Location Number 5

Plate Diameter


Settlement

Ex-Site

283.3

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Pressure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: Type 1 Stone Date Tested:


Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.020.020.020.02

27.127.127.127.1 0.35 0.140.140.140.14

44.644.644.644.6 0.61 0.220.220.220.22

63.163.163.163.1 0.83 0.320.320.320.32

79.579.579.579.5 1.12 0.480.480.480.48

98.698.698.698.6 0.680.680.680.68

114.7114.7114.7114.7 0.880.880.880.88

130.4130.4130.4130.4 1.091.091.091.09

150.0150.0150.0150.0 1.291.291.291.29

291.1291.1291.1291.1 0.000.000.000.00

346.4346.4346.4346.4 0.000.000.000.00

0.00.00.00.0 0.89 0.750.750.750.75

Recovery % 20 42

600 mm

0.83




06/02/2015

Crane Mat, Location Number 6

Plate Diameter


Settlement

Ex-Site

146.4

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: T1SB Date Tested:


Load


kN/m2

mm mm

19.919.919.919.9 0.46 0.210.210.210.21

37.637.637.637.6 0.77 0.370.370.370.37

54.054.054.054.0 1.01 0.470.470.470.47

72.772.772.772.7 1.21 0.580.580.580.58

89.089.089.089.0 1.35 0.670.670.670.67

104.5104.5104.5104.5 0.760.760.760.76

122.2122.2122.2122.2 0.870.870.870.87

138.3138.3138.3138.3 0.970.970.970.97

153.4153.4153.4153.4 1.061.061.061.06

186.2186.2186.2186.2 1.261.261.261.26

331.6331.6331.6331.6 0.000.000.000.00

0.00.00.00.0 0.75 0.000.000.000.00

Recovery % 45 100

600 mm

0.83




23/02/2015

Top Layer, B5

Plate Diameter


Settlement

Not Stated

184.8

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: Recycled Aggregate Date Tested:


Load


kN/m2

mm mm

19.919.919.919.9 0.32 0.100.100.100.10

37.637.637.637.6 0.45 0.160.160.160.16

54.054.054.054.0 0.60 0.220.220.220.22

72.772.772.772.7 0.74 0.310.310.310.31

89.089.089.089.0 0.85 0.360.360.360.36

104.5104.5104.5104.5 0.420.420.420.42

122.2122.2122.2122.2 0.480.480.480.48

138.3138.3138.3138.3 0.530.530.530.53

153.4153.4153.4153.4 0.600.600.600.60

186.2186.2186.2186.2 0.720.720.720.72

331.6331.6331.6331.6 1.191.191.191.19

0.00.00.00.0 0.50 0.460.460.460.46

Recovery % 42 61

600 mm

0.83

Bearing Pressure @ 1.25mm Settlement >331.6 kN/m² Authorised Signatory

Modulus of Subgrade Reaction K762 >220.2 kN/m²/mm

Equivalent CBR ValueEquivalent CBR ValueEquivalent CBR ValueEquivalent CBR Value >110.8>110.8>110.8>110.8 %Moisture Content N/A % J A Hardcastle - Managing Director

25/02/2015

B1, Base Layer

Plate Diameter


Settlement

Ex Site

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/123789AETS/123789AETS/123789AETS/123789A C3030/292A


Material Description: Stone Date Tested:


Load


kN/m2

mm mm

15.415.415.415.4 0.37 0.290.290.290.29

34.134.134.134.1 0.82 0.510.510.510.51

55.555.555.555.5 1.29 0.670.670.670.67

76.976.976.976.9 1.67 0.850.850.850.85

99.599.599.599.5 2.11 0.930.930.930.93

117.2117.2117.2117.2 1.161.161.161.16

143.5143.5143.5143.5 1.991.991.991.99

162.8162.8162.8162.8 2.372.372.372.37

187.5187.5187.5187.5 2.782.782.782.78

251.3251.3251.3251.3 4.094.094.094.09

432.6432.6432.6432.6 0.000.000.000.00

0.00.00.00.0 1.61 1.641.641.641.64

Recovery % 24 60

762 mm

1.03




27/02/2015

E3

Plate Diameter


Settlement

Not Stated

120.0

0

100

200

300

400

0.00 2.00 4.00 6.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-123789A Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/123789BETS/123789BETS/123789BETS/123789B C3030/292B


Material Description: Stone Date Tested:


Load


kN/m2

mm mm

15.415.415.415.4 0.44 0.120.120.120.12

34.134.134.134.1 0.85 0.210.210.210.21

55.555.555.555.5 1.15 0.310.310.310.31

76.976.976.976.9 1.44 0.430.430.430.43

99.599.599.599.5 1.68 0.570.570.570.57

117.2117.2117.2117.2 0.760.760.760.76

143.5143.5143.5143.5 1.031.031.031.03

162.8162.8162.8162.8 1.251.251.251.25

187.5187.5187.5187.5 1.581.581.581.58

251.3251.3251.3251.3 2.512.512.512.51

432.6432.6432.6432.6 0.000.000.000.00

0.00.00.00.0 0.99 0.670.670.670.67

Recovery % 41 73

762 mm

1.03




27/02/2015

E4

Plate Diameter


Settlement

Not Stated

162.8

0

100

200

300

400

0.00 1.00 2.00 3.00 4.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-123789B Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/123968AETS/123968AETS/123968AETS/123968A C3030/313




Load


kN/m2

mm mm

14.714.714.714.7 0.18 0.080.080.080.08

48.148.148.148.1 0.67 0.300.300.300.30

79.379.379.379.3 1.05 0.480.480.480.48

112.2112.2112.2112.2 1.40 0.640.640.640.64

141.3141.3141.3141.3 1.74 0.830.830.830.83

175.3175.3175.3175.3 1.111.111.111.11

204.0204.0204.0204.0 1.381.381.381.38

231.9231.9231.9231.9 1.701.701.701.70

266.7266.7266.7266.7 2.012.012.012.01

423.5423.5423.5423.5 3.493.493.493.49

548.9548.9548.9548.9 0.000.000.000.00

0.00.00.00.0 1.04 1.531.531.531.53

Recovery % 40 56

450 mm

0.64




04/03/2015

Crane Pad 1 - A

Plate Diameter


Settlement

Ex Site

190.2

0

200

400

600

0.00 2.00 4.00 6.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

14.714.714.714.7 0.19 0.050.050.050.05

48.148.148.148.1 0.84 0.220.220.220.22

79.379.379.379.3 1.41 0.340.340.340.34

112.2112.2112.2112.2 1.91 0.490.490.490.49

141.3141.3141.3141.3 2.40 0.640.640.640.64

175.3175.3175.3175.3 0.950.950.950.95

204.0204.0204.0204.0 1.171.171.171.17

231.9231.9231.9231.9 1.451.451.451.45

266.7266.7266.7266.7 1.751.751.751.75

423.5423.5423.5423.5 2.722.722.722.72

548.9548.9548.9548.9 0.000.000.000.00

0.00.00.00.0 1.89 1.371.371.371.37

Recovery % 21 50

450 mm

0.64




04/03/2015

Crane Pad 1 - B

Plate Diameter


Settlement

Ex Site

211.7

0

200

400

600

0.00 2.00 4.00 6.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

14.714.714.714.7 0.12 0.050.050.050.05

48.148.148.148.1 0.35 0.280.280.280.28

79.379.379.379.3 0.56 0.450.450.450.45

112.2112.2112.2112.2 0.94 0.640.640.640.64

141.3141.3141.3141.3 1.05 0.800.800.800.80

175.3175.3175.3175.3 1.121.121.121.12

204.0204.0204.0204.0 1.531.531.531.53

231.9231.9231.9231.9 1.951.951.951.95

266.7266.7266.7266.7 2.352.352.352.35

454.8454.8454.8454.8 4.714.714.714.71

548.9548.9548.9548.9 0.000.000.000.00

0.00.00.00.0 0.75 2.392.392.392.39

Recovery % 28 49

450 mm

0.64




04/03/2015

Crane Pad 2 - B

Plate Diameter


Settlement

Ex Site

184.3

0

200

400

600

0.00 2.00 4.00 6.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.39 0.190.190.190.19

55.055.055.055.0 0.76 0.360.360.360.36

89.689.689.689.6 1.00 0.500.500.500.50

124.1124.1124.1124.1 1.22 0.630.630.630.63

160.5160.5160.5160.5 1.41 0.750.750.750.75

189.1189.1189.1189.1 0.890.890.890.89

231.5231.5231.5231.5 1.071.071.071.07

262.6262.6262.6262.6 1.221.221.221.22

302.5302.5302.5302.5 1.411.411.411.41

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.72 0.470.470.470.47

Recovery % 49 67

600 mm

0.83




05/03/2015

C1, Substation

Plate Diameter


Settlement

Ex Site

268.2

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.86 0.360.360.360.36

55.055.055.055.0 1.85 0.590.590.590.59

89.689.689.689.6 2.38 0.770.770.770.77

124.1124.1124.1124.1 2.80 0.920.920.920.92

160.5160.5160.5160.5 3.20 1.111.111.111.11

189.1189.1189.1189.1 1.451.451.451.45

231.5231.5231.5231.5 0.000.000.000.00

262.6262.6262.6262.6 0.000.000.000.00

302.5302.5302.5302.5 0.000.000.000.00

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 2.31 0.420.420.420.42

Recovery % 28 71

600 mm

0.83




05/03/2015

B1, Substation

Plate Diameter


Settlement

Ex Site

172.6

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE




Material Description: Brown Clay Occ Stone Host + 2% Lime Date Tested:


Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.020.020.020.02

27.127.127.127.1 0.12 0.100.100.100.10

44.644.644.644.6 0.19 0.140.140.140.14

63.163.163.163.1 0.25 0.160.160.160.16

79.579.579.579.5 0.31 0.200.200.200.20

98.698.698.698.6 0.240.240.240.24

114.7114.7114.7114.7 0.290.290.290.29

185.3185.3185.3185.3 0.450.450.450.45

202.7202.7202.7202.7 0.500.500.500.50

220.6220.6220.6220.6 0.540.540.540.54

346.4346.4346.4346.4 0.860.860.860.86

0.00.00.00.0 0.16 0.270.270.270.27

Recovery % 49 68

600 mm

0.83


Modulus of Subgrade Reaction K762 >230 kN/m²/mm


11/03/2015

C1, Top Layer

Plate Diameter


Settlement

Not Stated

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477BETS/124477BETS/124477BETS/124477B C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.010.010.010.01

27.127.127.127.1 0.33 0.090.090.090.09

44.644.644.644.6 0.62 0.150.150.150.15

63.163.163.163.1 0.84 0.220.220.220.22

79.579.579.579.5 1.03 0.340.340.340.34

98.698.698.698.6 0.490.490.490.49

114.7114.7114.7114.7 0.630.630.630.63

185.3185.3185.3185.3 1.281.281.281.28

202.7202.7202.7202.7 1.431.431.431.43

220.6220.6220.6220.6 0.000.000.000.00

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.85 0.810.810.810.81

Recovery % 18 44

600 mm

0.83




11/03/2015

D1, Top Layer

Plate Diameter


Settlement

Not Stated

181.9

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477CETS/124477CETS/124477CETS/124477C C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.05 0.040.040.040.04

27.127.127.127.1 0.26 0.220.220.220.22

44.644.644.644.6 0.40 0.320.320.320.32

63.163.163.163.1 0.53 0.390.390.390.39

79.579.579.579.5 0.65 0.470.470.470.47

98.698.698.698.6 0.550.550.550.55

114.7114.7114.7114.7 0.630.630.630.63

185.3185.3185.3185.3 0.970.970.970.97

202.7202.7202.7202.7 1.051.051.051.05

255.9255.9255.9255.9 1.301.301.301.30

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.28 0.310.310.310.31

Recovery % 57 76

600 mm

0.83




11/03/2015

B1, Top Layer

Plate Diameter


Settlement

Not Stated

245.6

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124477C Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477DETS/124477DETS/124477DETS/124477D C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.02 0.020.020.020.02

27.127.127.127.1 0.14 0.090.090.090.09

44.644.644.644.6 0.27 0.140.140.140.14

63.163.163.163.1 0.41 0.190.190.190.19

79.579.579.579.5 0.53 0.260.260.260.26

98.698.698.698.6 0.370.370.370.37

114.7114.7114.7114.7 0.490.490.490.49

185.3185.3185.3185.3 0.990.990.990.99

202.7202.7202.7202.7 1.121.121.121.12

255.9255.9255.9255.9 1.501.501.501.50

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.34 0.680.680.680.68

Recovery % 36 55

600 mm

0.83




11/03/2015

B2, Top Layer

Plate Diameter


Settlement

Not Stated

221.4

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124477d Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477EETS/124477EETS/124477EETS/124477E C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.04 0.030.030.030.03

27.127.127.127.1 0.21 0.130.130.130.13

44.644.644.644.6 0.35 0.190.190.190.19

63.163.163.163.1 0.51 0.270.270.270.27

79.579.579.579.5 0.67 0.370.370.370.37

98.698.698.698.6 0.510.510.510.51

114.7114.7114.7114.7 0.670.670.670.67

185.3185.3185.3185.3 1.441.441.441.44

202.7202.7202.7202.7 0.000.000.000.00

255.9255.9255.9255.9 0.000.000.000.00

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.44 0.520.520.520.52

Recovery % 34 64

600 mm

0.83




11/03/2015

B3, Top Layer

Plate Diameter


Settlement

Not Stated

167.5

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124477E Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477FETS/124477FETS/124477FETS/124477F C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.010.010.010.01

27.127.127.127.1 0.16 0.060.060.060.06

44.644.644.644.6 0.27 0.080.080.080.08

63.163.163.163.1 0.37 0.110.110.110.11

79.579.579.579.5 0.48 0.160.160.160.16

98.698.698.698.6 0.230.230.230.23

114.7114.7114.7114.7 0.320.320.320.32

185.3185.3185.3185.3 0.760.760.760.76

202.7202.7202.7202.7 0.870.870.870.87

255.9255.9255.9255.9 1.311.311.311.31

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.39 0.710.710.710.71

Recovery % 19 46

600 mm

0.83




11/03/2015

A3, Top Layer

Plate Diameter


Settlement

Not Stated

248.5

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124477F Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124477GETS/124477GETS/124477GETS/124477G C3030/371




Load


kN/m2

mm mm

8.28.28.28.2 0.03 0.040.040.040.04

27.127.127.127.1 0.27 0.160.160.160.16

44.644.644.644.6 0.45 0.230.230.230.23

63.163.163.163.1 0.66 0.310.310.310.31

79.579.579.579.5 0.91 0.420.420.420.42

98.698.698.698.6 0.570.570.570.57

114.7114.7114.7114.7 0.720.720.720.72

185.3185.3185.3185.3 1.351.351.351.35

202.7202.7202.7202.7 0.000.000.000.00

255.9255.9255.9255.9 0.000.000.000.00

308.8308.8308.8308.8 0.000.000.000.00

0.00.00.00.0 0.66 0.760.760.760.76

Recovery % 27 44

600 mm

0.83




11/03/2015

A2, Top Layer

Plate Diameter


Settlement

Not Stated

172.8

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124477G Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

8.28.28.28.2 0.08 0.060.060.060.06

27.127.127.127.1 0.31 0.170.170.170.17

44.644.644.644.6 0.51 0.240.240.240.24

63.163.163.163.1 0.68 0.300.300.300.30

79.579.579.579.5 0.86 0.400.400.400.40

98.698.698.698.6 0.540.540.540.54

114.7114.7114.7114.7 0.690.690.690.69

130.4130.4130.4130.4 0.850.850.850.85

150.0150.0150.0150.0 1.021.021.021.02

166.5166.5166.5166.5 1.191.191.191.19

185.3185.3185.3185.3 1.371.371.371.37

0.00.00.00.0 0.63 0.780.780.780.78

Recovery % 27 43

600 mm

0.83




12/03/2015

1 - A1 Top Layer

Plate Diameter


Settlement

Not Stated

172.8

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

8.28.28.28.2 0.12 0.020.020.020.02

27.127.127.127.1 0.24 0.100.100.100.10

44.644.644.644.6 0.38 0.170.170.170.17

63.163.163.163.1 0.51 0.270.270.270.27

79.579.579.579.5 0.65 0.360.360.360.36

98.698.698.698.6 0.470.470.470.47

114.7114.7114.7114.7 0.610.610.610.61

130.4130.4130.4130.4 0.790.790.790.79

150.0150.0150.0150.0 1.021.021.021.02

166.5166.5166.5166.5 1.161.161.161.16

185.3185.3185.3185.3 1.351.351.351.35

0.00.00.00.0 0.38 0.460.460.460.46

Recovery % 41 66

600 mm

0.83




12/03/2015

2 - J4 Top Layer

Plate Diameter


Settlement

Not Stated

175.4

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124617CETS/124617CETS/124617CETS/124617C C3030/372C




Load


kN/m2

mm mm

8.28.28.28.2 0.08 0.050.050.050.05

27.127.127.127.1 0.33 0.210.210.210.21

44.644.644.644.6 0.49 0.300.300.300.30

63.163.163.163.1 0.62 0.370.370.370.37

79.579.579.579.5 0.75 0.440.440.440.44

98.698.698.698.6 0.540.540.540.54

114.7114.7114.7114.7 0.620.620.620.62

130.4130.4130.4130.4 0.690.690.690.69

150.0150.0150.0150.0 0.760.760.760.76

166.5166.5166.5166.5 0.820.820.820.82

291.1291.1291.1291.1 1.271.271.271.27

0.00.00.00.0 0.37 0.460.460.460.46

Recovery % 51 63

600 mm

0.83




12/03/2015

3 - J5 Top Layer

Plate Diameter


Settlement

Not Stated

286.8

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.18 0.080.080.080.08

34.134.134.134.1 0.33 0.160.160.160.16

55.555.555.555.5 0.47 0.190.190.190.19

76.976.976.976.9 0.57 0.240.240.240.24

99.599.599.599.5 0.70 0.290.290.290.29

117.2117.2117.2117.2 0.370.370.370.37

143.5143.5143.5143.5 0.510.510.510.51

162.8162.8162.8162.8 0.600.600.600.60

187.5187.5187.5187.5 0.680.680.680.68

204.9204.9204.9204.9 0.770.770.770.77

341.5341.5341.5341.5 1.391.391.391.39

0.00.00.00.0 0.56 0.710.710.710.71

Recovery % 19 49

762 mm

1.03




12/03/2015

1 - C5 Top Layer

Plate Diameter


Settlement

Not Stated

316.6

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.12 0.150.150.150.15

34.134.134.134.1 0.29 0.260.260.260.26

55.555.555.555.5 0.36 0.300.300.300.30

76.976.976.976.9 0.44 0.350.350.350.35

99.599.599.599.5 0.53 0.400.400.400.40

117.2117.2117.2117.2 0.470.470.470.47

143.5143.5143.5143.5 0.550.550.550.55

162.8162.8162.8162.8 0.630.630.630.63

187.5187.5187.5187.5 0.690.690.690.69

204.9204.9204.9204.9 0.820.820.820.82

341.5341.5341.5341.5 1.381.381.381.38

0.00.00.00.0 0.30 0.480.480.480.48

Recovery % 44 65

762 mm

1.03




12/03/2015

2 - C4 Top Layer

Plate Diameter


Settlement

Not Stated

310.0

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.05 0.050.050.050.05

34.134.134.134.1 0.08 0.080.080.080.08

55.555.555.555.5 0.12 0.110.110.110.11

76.976.976.976.9 0.16 0.140.140.140.14

99.599.599.599.5 0.20 0.200.200.200.20

117.2117.2117.2117.2 0.250.250.250.25

143.5143.5143.5143.5 0.290.290.290.29

162.8162.8162.8162.8 0.330.330.330.33

187.5187.5187.5187.5 0.400.400.400.40

204.9204.9204.9204.9 0.440.440.440.44

434.1434.1434.1434.1 0.890.890.890.89

0.00.00.00.0 0.05 0.480.480.480.48

Recovery % 77 46

762 mm

1.03


Modulus of Subgrade Reaction K762 >357.7 kN/m²/mm


12/03/2015

3 - C3 Top Layer

Plate Diameter


Settlement

Not Stated

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.96 0.070.070.070.07

34.134.134.134.1 1.51 0.130.130.130.13

55.555.555.555.5 1.83 0.200.200.200.20

76.976.976.976.9 2.04 0.260.260.260.26

99.599.599.599.5 2.16 0.320.320.320.32

117.2117.2117.2117.2 0.420.420.420.42

143.5143.5143.5143.5 0.490.490.490.49

162.8162.8162.8162.8 0.600.600.600.60

187.5187.5187.5187.5 0.730.730.730.73

231.5231.5231.5231.5 0.950.950.950.95

318.4318.4318.4318.4 1.341.341.341.34

0.00.00.00.0 1.98 0.770.770.770.77

Recovery % 8 42

762 mm

1.03




14/03/2015

1 - D3 Injection Bay

Plate Diameter


Settlement

Ex Site

302.9

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.56 0.180.180.180.18

34.134.134.134.1 0.91 0.300.300.300.30

55.555.555.555.5 1.23 0.370.370.370.37

76.976.976.976.9 1.54 0.460.460.460.46

99.599.599.599.5 1.70 0.540.540.540.54

117.2117.2117.2117.2 0.620.620.620.62

143.5143.5143.5143.5 0.730.730.730.73

162.8162.8162.8162.8 0.860.860.860.86

187.5187.5187.5187.5 0.980.980.980.98

231.5231.5231.5231.5 1.181.181.181.18

275.5275.5275.5275.5 1.431.431.431.43

0.00.00.00.0 1.28 0.590.590.590.59

Recovery % 24 59

762 mm

1.03




14/03/2015


Plate Diameter


Settlement

Ex Site

242.5

0

200

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.32 0.170.170.170.17

34.134.134.134.1 0.51 0.310.310.310.31

55.555.555.555.5 0.72 0.400.400.400.40

76.976.976.976.9 0.88 0.510.510.510.51

99.599.599.599.5 1.05 0.590.590.590.59

117.2117.2117.2117.2 0.680.680.680.68

143.5143.5143.5143.5 0.790.790.790.79

162.8162.8162.8162.8 0.930.930.930.93

187.5187.5187.5187.5 1.051.051.051.05

231.5231.5231.5231.5 1.251.251.251.25

275.5275.5275.5275.5 0.000.000.000.00

0.00.00.00.0 0.67 0.640.640.640.64

Recovery % 36 49

762 mm

1.03




14/03/2015


Plate Diameter


Settlement

Ex Site

231.5

0

200

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619DETS/124619DETS/124619DETS/124619D C3030/374D




Load


kN/m2 mm mm

15.415.415.415.4 0.59 0.130.130.130.13

34.134.134.134.1 0.92 0.230.230.230.23

55.555.555.555.5 1.04 0.280.280.280.28

76.976.976.976.9 1.22 0.340.340.340.34

99.599.599.599.5 1.40 0.390.390.390.39

117.2117.2117.2117.2 0.480.480.480.48

143.5143.5143.5143.5 0.610.610.610.61

162.8162.8162.8162.8 0.720.720.720.72

187.5187.5187.5187.5 0.820.820.820.82

231.5231.5231.5231.5 1.041.041.041.04

318.4318.4318.4318.4 1.451.451.451.45

0.00.00.00.0 1.15 0.750.750.750.75

Recovery % 18 48

762 mm

1.03




14/03/2015


Plate Diameter


Settlement

Ex Site

273.5

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619D Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619EETS/124619EETS/124619EETS/124619E C3030/374E




Load


kN/m2 mm mm

15.415.415.415.4 0.46 0.350.350.350.35

34.134.134.134.1 0.96 0.500.500.500.50

55.555.555.555.5 1.39 0.620.620.620.62

76.976.976.976.9 1.75 0.730.730.730.73

99.599.599.599.5 2.06 0.840.840.840.84

117.2117.2117.2117.2 0.960.960.960.96

143.5143.5143.5143.5 1.061.061.061.06

162.8162.8162.8162.8 1.151.151.151.15

187.5187.5187.5187.5 1.231.231.231.23

204.9204.9204.9204.9 1.301.301.301.30

318.4318.4318.4318.4 0.000.000.000.00

0.00.00.00.0 0.95 0.620.620.620.62

Recovery % 54 53

762 mm

1.03




14/03/2015

5 - E6

Plate Diameter


Settlement

Not Stated

192.3

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619E Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619FETS/124619FETS/124619FETS/124619F C3030/374F




Load


kN/m2 mm mm

15.415.415.415.4 0.55 0.320.320.320.32

34.134.134.134.1 1.12 0.440.440.440.44

55.555.555.555.5 1.62 0.570.570.570.57

76.976.976.976.9 2.03 0.640.640.640.64

99.599.599.599.5 2.38 0.780.780.780.78

117.2117.2117.2117.2 0.960.960.960.96

143.5143.5143.5143.5 1.101.101.101.10

162.8162.8162.8162.8 1.271.271.271.27

187.5187.5187.5187.5 0.000.000.000.00

204.9204.9204.9204.9 0.000.000.000.00

318.4318.4318.4318.4 0.000.000.000.00

0.00.00.00.0 1.87 0.000.000.000.00

Recovery % 22 100

762 mm

1.03




14/03/2015

6 - F2

Plate Diameter


Settlement

Not Stated

160.2

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619F Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619GETS/124619GETS/124619GETS/124619G C3030/374G




Load


kN/m2 mm mm

15.415.415.415.4 0.60 0.320.320.320.32

34.134.134.134.1 0.61 0.430.430.430.43

55.555.555.555.5 1.36 0.560.560.560.56

76.976.976.976.9 1.69 0.670.670.670.67

99.599.599.599.5 1.97 0.800.800.800.80

117.2117.2117.2117.2 1.001.001.001.00

143.5143.5143.5143.5 1.231.231.231.23

162.8162.8162.8162.8 1.421.421.421.42

187.5187.5187.5187.5 0.000.000.000.00

204.9204.9204.9204.9 0.000.000.000.00

318.4318.4318.4318.4 0.000.000.000.00

0.00.00.00.0 1.35 0.510.510.510.51

Recovery % 31 64

762 mm

1.03




14/03/2015

7 - F3

Plate Diameter


Settlement

Not Stated

145.8

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619HETS/124619HETS/124619HETS/124619H C3030/374H




Load


kN/m2 mm mm

15.415.415.415.4 0.21 0.220.220.220.22

34.134.134.134.1 0.50 0.370.370.370.37

55.555.555.555.5 0.82 0.520.520.520.52

76.976.976.976.9 1.13 0.650.650.650.65

99.599.599.599.5 1.47 0.740.740.740.74

117.2117.2117.2117.2 0.900.900.900.90

143.5143.5143.5143.5 1.171.171.171.17

162.8162.8162.8162.8 1.441.441.441.44

187.5187.5187.5187.5 1.681.681.681.68

204.9204.9204.9204.9 0.000.000.000.00

318.4318.4318.4318.4 0.000.000.000.00

0.00.00.00.0 1.00 0.650.650.650.65

Recovery % 32 61

762 mm

1.03




14/03/2015

8 - E2

Plate Diameter


Settlement

Not Stated

149.1

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619H Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619IETS/124619IETS/124619IETS/124619I C3030/374I




Load


kN/m2 mm mm

15.415.415.415.4 0.17 0.080.080.080.08

34.134.134.134.1 0.32 0.150.150.150.15

55.555.555.555.5 0.48 0.200.200.200.20

76.976.976.976.9 0.59 0.220.220.220.22

99.599.599.599.5 0.69 0.270.270.270.27

117.2117.2117.2117.2 0.320.320.320.32

143.5143.5143.5143.5 0.390.390.390.39

162.8162.8162.8162.8 0.470.470.470.47

187.5187.5187.5187.5 0.540.540.540.54

204.9204.9204.9204.9 0.600.600.600.60

434.1434.1434.1434.1 1.261.261.261.26

0.00.00.00.0 0.47 0.680.680.680.68

Recovery % 31 46

762 mm

1.03




14/03/2015

9 - D2

Plate Diameter


Settlement

Not Stated

430.8

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619I Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619JETS/124619JETS/124619JETS/124619J C3030/374J




Load


kN/m2 mm mm

15.415.415.415.4 0.29 0.190.190.190.19

34.134.134.134.1 0.50 0.360.360.360.36

55.555.555.555.5 0.67 0.430.430.430.43

76.976.976.976.9 0.82 0.540.540.540.54

99.599.599.599.5 1.33 0.710.710.710.71

117.2117.2117.2117.2 0.830.830.830.83

143.5143.5143.5143.5 0.920.920.920.92

162.8162.8162.8162.8 1.091.091.091.09

187.5187.5187.5187.5 1.261.261.261.26

204.9204.9204.9204.9 1.371.371.371.37

275.5275.5275.5275.5 1.811.811.811.81

0.00.00.00.0 0.93 1.381.381.381.38

Recovery % 30 24

762 mm

1.03




14/03/2015

10 - E5 Top Layer

Plate Diameter


Settlement

Not Stated

185.6

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619J Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619KETS/124619KETS/124619KETS/124619K C3030/374K




Load


kN/m2

mm mm

15.415.415.415.4 0.30 0.170.170.170.17

34.134.134.134.1 0.52 0.350.350.350.35

55.555.555.555.5 0.67 0.410.410.410.41

76.976.976.976.9 0.84 0.480.480.480.48

99.599.599.599.5 1.34 0.590.590.590.59

117.2117.2117.2117.2 0.750.750.750.75

143.5143.5143.5143.5 0.840.840.840.84

162.8162.8162.8162.8 1.021.021.021.02

187.5187.5187.5187.5 1.151.151.151.15

204.9204.9204.9204.9 1.301.301.301.30

275.5275.5275.5275.5 1.731.731.731.73

0.00.00.00.0 0.95 1.301.301.301.30

Recovery % 29 25

762 mm

1.03




14/03/2015

11 - F6 Top Layer

Plate Diameter


Settlement

Ex Site

199.4

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619K Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619LETS/124619LETS/124619LETS/124619L C3030/374L




Load


kN/m2 mm mm

15.415.415.415.4 0.53 0.170.170.170.17

34.134.134.134.1 0.95 0.270.270.270.27

55.555.555.555.5 1.31 0.400.400.400.40

76.976.976.976.9 1.57 0.470.470.470.47

99.599.599.599.5 1.82 0.550.550.550.55

117.2117.2117.2117.2 0.670.670.670.67

143.5143.5143.5143.5 0.820.820.820.82

162.8162.8162.8162.8 1.001.001.001.00

187.5187.5187.5187.5 1.251.251.251.25

204.9204.9204.9204.9 1.381.381.381.38

231.5231.5231.5231.5 1.511.511.511.51

0.00.00.00.0 1.43 0.810.810.810.81

Recovery % 21 46

762 mm

1.03




14/03/2015

12 - G6 Top Layer

Plate Diameter


Settlement

Ex Site

187.5

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619L Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619METS/124619METS/124619METS/124619M C3030/374M




Load


kN/m2 mm mm

15.415.415.415.4 0.48 0.240.240.240.24

34.134.134.134.1 0.90 0.350.350.350.35

55.555.555.555.5 1.28 0.460.460.460.46

76.976.976.976.9 1.61 0.560.560.560.56

99.599.599.599.5 1.91 0.680.680.680.68

117.2117.2117.2117.2 0.770.770.770.77

143.5143.5143.5143.5 0.880.880.880.88

162.8162.8162.8162.8 0.980.980.980.98

187.5187.5187.5187.5 1.111.111.111.11

204.9204.9204.9204.9 1.201.201.201.20

231.5231.5231.5231.5 1.271.271.271.27

0.00.00.00.0 1.26 0.780.780.780.78

Recovery % 34 38

762 mm

1.03




14/03/2015

13 - H6 Top Layer

Plate Diameter


Settlement

Not Stated

223.4

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619M Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619NETS/124619NETS/124619NETS/124619N C3030/374N




Load


kN/m2

mm mm

15.415.415.415.4 0.17 0.190.190.190.19

34.134.134.134.1 0.41 0.350.350.350.35

55.555.555.555.5 0.72 0.500.500.500.50

76.976.976.976.9 0.95 0.680.680.680.68

99.599.599.599.5 1.18 0.900.900.900.90

117.2117.2117.2117.2 1.081.081.081.08

143.5143.5143.5143.5 1.391.391.391.39

162.8162.8162.8162.8 1.661.661.661.66

187.5187.5187.5187.5 2.012.012.012.01

204.9204.9204.9204.9 2.332.332.332.33

318.4318.4318.4318.4 4.504.504.504.50

0.00.00.00.0 0.52 1.561.561.561.56

Recovery % 56 65

762 mm

1.03




14/03/2015

14 - H2

Plate Diameter


Settlement

Not Stated

131.4

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619N Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124619OETS/124619OETS/124619OETS/124619O C3030/374O




Load


kN/m2 mm mm

15.415.415.415.4 0.38 0.200.200.200.20

34.134.134.134.1 0.77 0.410.410.410.41

55.555.555.555.5 1.21 0.620.620.620.62

76.976.976.976.9 1.55 0.820.820.820.82

99.599.599.599.5 1.89 1.001.001.001.00

117.2117.2117.2117.2 1.191.191.191.19

143.5143.5143.5143.5 1.301.301.301.30

162.8162.8162.8162.8 1.481.481.481.48

187.5187.5187.5187.5 0.000.000.000.00

204.9204.9204.9204.9 0.000.000.000.00

318.4318.4318.4318.4 0.000.000.000.00

0.00.00.00.0 1.11 0.490.490.490.49

Recovery % 41 67

762 mm

1.03




14/03/2015

15 - E3

Plate Diameter


Settlement

Ex Site

131.7

0

100

200

300

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124619O Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.36 0.190.190.190.19

34.134.134.134.1 0.65 0.330.330.330.33

55.555.555.555.5 0.85 0.420.420.420.42

76.976.976.976.9 1.00 0.490.490.490.49

99.599.599.599.5 1.16 0.580.580.580.58

117.2117.2117.2117.2 0.650.650.650.65

162.8162.8162.8162.8 0.860.860.860.86

231.5231.5231.5231.5 1.191.191.191.19

297.5297.5297.5297.5 1.491.491.491.49

341.5341.5341.5341.5 1.701.701.701.70

434.1434.1434.1434.1 2.102.102.102.10

0.00.00.00.0 0.61 0.910.910.910.91

Recovery % 47 57

762 mm

1.03




14/03/2015

F4

Plate Diameter


Settlement

Not Stated

242.3

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628A.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.41 0.130.130.130.13

34.134.134.134.1 0.98 0.220.220.220.22

55.555.555.555.5 1.57 0.300.300.300.30

76.976.976.976.9 2.10 0.370.370.370.37

99.599.599.599.5 2.67 0.460.460.460.46

117.2117.2117.2117.2 0.570.570.570.57

162.8162.8162.8162.8 1.041.041.041.04

231.5231.5231.5231.5 1.721.721.721.72

297.5297.5297.5297.5 2.452.452.452.45

341.5341.5341.5341.5 2.942.942.942.94

434.1434.1434.1434.1 3.363.363.363.36

0.00.00.00.0 1.34 0.780.780.780.78

Recovery % 50 77

762 mm

1.03




14/03/2015

F5

Plate Diameter


Settlement

Not Stated

183.8

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628B.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2 mm mm

15.415.415.415.4 0.36 0.140.140.140.14

34.134.134.134.1 0.56 0.240.240.240.24

55.555.555.555.5 0.82 0.380.380.380.38

76.976.976.976.9 1.04 0.500.500.500.50

99.599.599.599.5 1.21 0.640.640.640.64

117.2117.2117.2117.2 0.760.760.760.76

162.8162.8162.8162.8 1.091.091.091.09

231.5231.5231.5231.5 1.561.561.561.56

297.5297.5297.5297.5 1.961.961.961.96

341.5341.5341.5341.5 2.222.222.222.22

434.1434.1434.1434.1 2.792.792.792.79

0.00.00.00.0 0.49 0.650.650.650.65

Recovery % 59 77

762 mm

1.03




14/03/2015

G2

Plate Diameter


Settlement

Not Stated

187.9

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628C.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628DETS/124628DETS/124628DETS/124628D C3030/375D




Load


kN/m2 mm mm

15.415.415.415.4 0.35 0.200.200.200.20

34.134.134.134.1 0.54 0.350.350.350.35

55.555.555.555.5 0.77 0.600.600.600.60

76.976.976.976.9 0.96 0.770.770.770.77

99.599.599.599.5 1.23 0.980.980.980.98

117.2117.2117.2117.2 1.181.181.181.18

162.8162.8162.8162.8 1.641.641.641.64

231.5231.5231.5231.5 2.342.342.342.34

297.5297.5297.5297.5 3.033.033.033.03

341.5341.5341.5341.5 3.483.483.483.48

434.1434.1434.1434.1 4.194.194.194.19

0.00.00.00.0 0.00 1.371.371.371.37

Recovery % 100 67

762 mm

1.03




14/03/2015

G3

Plate Diameter


Settlement

Not Stated

125.6

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628D.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628EETS/124628EETS/124628EETS/124628E C3030/375E




Load


kN/m2 mm mm

15.415.415.415.4 0.17 0.310.310.310.31

34.134.134.134.1 0.44 0.440.440.440.44

55.555.555.555.5 0.63 0.560.560.560.56

76.976.976.976.9 0.83 0.670.670.670.67

99.599.599.599.5 1.15 0.760.760.760.76

117.2117.2117.2117.2 0.900.900.900.90

162.8162.8162.8162.8 1.231.231.231.23

231.5231.5231.5231.5 1.601.601.601.60

297.5297.5297.5297.5 1.941.941.941.94

341.5341.5341.5341.5 2.162.162.162.16

434.1434.1434.1434.1 2.532.532.532.53

0.00.00.00.0 0.51 0.000.000.000.00

Recovery % 56 100

762 mm

1.03




14/03/2015

G4

Plate Diameter


Settlement

Not Stated

167.8

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628E.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628FETS/124628FETS/124628FETS/124628F C3030/375F




Load


kN/m2 mm mm

15.415.415.415.4 0.18 0.310.310.310.31

34.134.134.134.1 0.46 0.570.570.570.57

55.555.555.555.5 0.74 0.690.690.690.69

76.976.976.976.9 1.00 0.750.750.750.75

99.599.599.599.5 1.20 0.800.800.800.80

117.2117.2117.2117.2 0.890.890.890.89

162.8162.8162.8162.8 1.191.191.191.19

231.5231.5231.5231.5 1.531.531.531.53

297.5297.5297.5297.5 1.821.821.821.82

341.5341.5341.5341.5 2.002.002.002.00

434.1434.1434.1434.1 0.000.000.000.00

0.00.00.00.0 0.67 0.590.590.590.59

Recovery % 44 70

762 mm

1.03




14/03/2015

G5

Plate Diameter


Settlement

Not Stated

173.3

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628F.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628GETS/124628GETS/124628GETS/124628G C3030/375G




Load


kN/m2

mm mm

15.415.415.415.4 0.16 0.180.180.180.18

34.134.134.134.1 0.45 0.340.340.340.34

55.555.555.555.5 0.70 0.490.490.490.49

76.976.976.976.9 1.00 0.590.590.590.59

99.599.599.599.5 1.16 0.700.700.700.70

117.2117.2117.2117.2 0.840.840.840.84

162.8162.8162.8162.8 1.171.171.171.17

231.5231.5231.5231.5 2.332.332.332.33

297.5297.5297.5297.5 2.852.852.852.85

341.5341.5341.5341.5 3.183.183.183.18

434.1434.1434.1434.1 3.523.523.523.52

0.00.00.00.0 0.67 1.821.821.821.82

Recovery % 43 48

762 mm

1.03




14/03/2015

H3

Plate Diameter


Settlement

Not Stated

169.2

0

200

400

600

0.00 1.00 2.00 3.00 4.00 5.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628HETS/124628HETS/124628HETS/124628H C3030/375H




Load


kN/m2

mm mm

15.415.415.415.4 0.11 0.190.190.190.19

34.134.134.134.1 0.34 0.280.280.280.28

55.555.555.555.5 0.57 0.330.330.330.33

76.976.976.976.9 0.69 0.360.360.360.36

99.599.599.599.5 0.84 0.420.420.420.42

117.2117.2117.2117.2 0.480.480.480.48

162.8162.8162.8162.8 0.590.590.590.59

231.5231.5231.5231.5 0.880.880.880.88

297.5297.5297.5297.5 1.261.261.261.26

341.5341.5341.5341.5 1.401.401.401.40

434.1434.1434.1434.1 1.701.701.701.70

0.00.00.00.0 0.29 0.650.650.650.65

Recovery % 66 62

762 mm

1.03




14/03/2015

H4

Plate Diameter


Settlement

Not Stated

294.2

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628H Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE


Plate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR ValuePlate Loading Test to determine equivalent CBR Value REPORT NO:REPORT NO:REPORT NO:REPORT NO: ETS/124628IETS/124628IETS/124628IETS/124628I C3030/375I




Load


kN/m2 mm mm

15.415.415.415.4 0.28 0.190.190.190.19

34.134.134.134.1 0.47 0.290.290.290.29

55.555.555.555.5 0.69 0.370.370.370.37

76.976.976.976.9 0.90 0.430.430.430.43

99.599.599.599.5 1.01 0.490.490.490.49

117.2117.2117.2117.2 0.540.540.540.54

162.8162.8162.8162.8 0.720.720.720.72

231.5231.5231.5231.5 1.031.031.031.03

297.5297.5297.5297.5 1.381.381.381.38

341.5341.5341.5341.5 1.711.711.711.71

434.1434.1434.1434.1 2.402.402.402.40

0.00.00.00.0 0.66 1.381.381.381.38

Recovery % 34 42

762 mm

1.03




14/03/2015

H5

Plate Diameter


Settlement

Not Stated

272.9

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Beari

ng P

ressure

(kN

/m2)

Settlement (mm)


Expon. (Test Load)

R:\ETS Reports\Collins Earthworks\C3030 - Project PEPE, Warrington\Plates\ETS-124628I.xlsx Page 1 of 1


Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.51 0.200.200.200.20

55.055.055.055.0 0.68 0.350.350.350.35

89.689.689.689.6 0.86 0.490.490.490.49

124.1124.1124.1124.1 1.09 0.650.650.650.65

160.5160.5160.5160.5 1.30 0.790.790.790.79

189.1189.1189.1189.1 0.910.910.910.91

231.5231.5231.5231.5 1.041.041.041.04

262.6262.6262.6262.6 1.191.191.191.19

302.5302.5302.5302.5 1.331.331.331.33

444.4444.4444.4444.4 0.000.000.000.00

0.00.00.00.0 0.000.000.000.00

0.00.00.00.0 0.85 0.420.420.420.42

Recovery % 35 69

600 mm

0.83




23/04/2015

Grid C2, H/S Layer

Plate Diameter


Settlement

Not Stated

279.3

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.27 0.160.160.160.16

55.055.055.055.0 0.47 0.310.310.310.31

89.689.689.689.6 0.67 0.470.470.470.47

124.1124.1124.1124.1 0.85 0.600.600.600.60

160.5160.5160.5160.5 1.13 0.720.720.720.72

189.1189.1189.1189.1 0.850.850.850.85

231.5231.5231.5231.5 0.980.980.980.98

262.6262.6262.6262.6 1.121.121.121.12

302.5302.5302.5302.5 1.261.261.261.26

444.4444.4444.4444.4 0.000.000.000.00

0.00.00.00.0 0.000.000.000.00

0.00.00.00.0 0.45 0.460.460.460.46

Recovery % 60 64

600 mm

0.83




23/04/2015

Grid C6, H/S Layer

Plate Diameter


Settlement

Not Stated

299.5

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.25 0.170.170.170.17

55.055.055.055.0 0.45 0.290.290.290.29

89.689.689.689.6 0.65 0.430.430.430.43

124.1124.1124.1124.1 0.85 0.590.590.590.59

160.5160.5160.5160.5 1.05 0.750.750.750.75

189.1189.1189.1189.1 0.930.930.930.93

231.5231.5231.5231.5 1.121.121.121.12

262.6262.6262.6262.6 1.261.261.261.26

302.5302.5302.5302.5 1.491.491.491.49

373.4373.4373.4373.4 1.941.941.941.94

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.54 0.530.530.530.53

Recovery % 48 72

600 mm

0.83




23/04/2015

Grid J6, H/S Layer

Plate Diameter


Settlement

Not Stated

261.0

0

100

200

300

400

500

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.34 0.200.200.200.20

55.055.055.055.0 0.63 0.410.410.410.41

89.689.689.689.6 0.92 0.630.630.630.63

124.1124.1124.1124.1 1.19 0.810.810.810.81

160.5160.5160.5160.5 1.44 1.021.021.021.02

189.1189.1189.1189.1 1.251.251.251.25

231.5231.5231.5231.5 1.441.441.441.44

262.6262.6262.6262.6 1.671.671.671.67

302.5302.5302.5302.5 1.851.851.851.85

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.68 0.620.620.620.62

Recovery % 53 66

600 mm

0.83




23/04/2015

Grid K5, H/S Layer

Plate Diameter


Settlement

Not Stated

189.9

0

100

200

300

400

500

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.29 0.130.130.130.13

55.055.055.055.0 0.58 0.230.230.230.23

89.689.689.689.6 0.79 0.440.440.440.44

124.1124.1124.1124.1 1.04 0.660.660.660.66

160.5160.5160.5160.5 1.28 0.880.880.880.88

189.1189.1189.1189.1 1.091.091.091.09

231.5231.5231.5231.5 1.271.271.271.27

262.6262.6262.6262.6 1.471.471.471.47

302.5302.5302.5302.5 0.000.000.000.00

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.57 0.600.600.600.60

Recovery % 55 59

600 mm

0.83




23/04/2015

Grid J2, H/S Layer

Plate Diameter


Settlement

Not Stated

226.8

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.34 0.180.180.180.18

55.055.055.055.0 0.60 0.340.340.340.34

89.689.689.689.6 0.83 0.510.510.510.51

124.1124.1124.1124.1 1.07 0.720.720.720.72

160.5160.5160.5160.5 1.32 0.890.890.890.89

189.1189.1189.1189.1 1.071.071.071.07

231.5231.5231.5231.5 1.281.281.281.28

262.6262.6262.6262.6 1.541.541.541.54

302.5302.5302.5302.5 1.741.741.741.74

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.51 0.700.700.700.70

Recovery % 61 60

600 mm

0.83




23/04/2015

Grid J3, H/S Layer

Plate Diameter


Settlement

Not Stated

225.9

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.31 0.050.050.050.05

55.055.055.055.0 0.44 0.070.070.070.07

89.689.689.689.6 0.55 0.080.080.080.08

124.1124.1124.1124.1 0.64 0.100.100.100.10

160.5160.5160.5160.5 0.71 0.120.120.120.12

189.1189.1189.1189.1 0.150.150.150.15

231.5231.5231.5231.5 0.180.180.180.18

262.6262.6262.6262.6 0.210.210.210.21

302.5302.5302.5302.5 0.240.240.240.24

444.4444.4444.4444.4 0.380.380.380.38

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 0.63 0.250.250.250.25

Recovery % 11 35

600 mm

0.83



Equivalent CBR ValueEquivalent CBR ValueEquivalent CBR ValueEquivalent CBR Value >184>184>184>184 %Moisture Content N/A % J A Hardcastle - Managing Director

23/04/2015

Grid K4, H/S Layer

Plate Diameter


Settlement

Not Stated

0

200

400

600

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Bearing Press

ure (kN/m

2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

24.924.924.924.9 0.70 0.290.290.290.29

55.055.055.055.0 1.36 0.570.570.570.57

89.689.689.689.6 1.94 0.730.730.730.73

124.1124.1124.1124.1 2.46 0.910.910.910.91

160.5160.5160.5160.5 2.90 1.171.171.171.17

189.1189.1189.1189.1 1.591.591.591.59

231.5231.5231.5231.5 2.312.312.312.31

262.6262.6262.6262.6 3.043.043.043.04

302.5302.5302.5302.5 3.693.693.693.69

373.4373.4373.4373.4 0.000.000.000.00

700.2700.2700.2700.2 0.000.000.000.00

0.00.00.00.0 1.91 1.361.361.361.36

Recovery % 34 63

600 mm

0.83




23/04/2015

Grid K3, H/S Layer

Plate Diameter


Settlement

Not Stated

166.1

0

100

200

300

400

0.00 1.00 2.00 3.00 4.00 5.00


2)

Settlement (mm)


Expon. (Test Load)



Unit 2B

Park Lane

Kirkby-In-Ashfield

Nottingham

NG17 9LE






Load


kN/m2

mm mm

5.05.05.05.0 0.04 0.050.050.050.05

24.924.924.924.9 0.09 0.080.080.080.08

39.339.339.339.3 0.13 0.110.110.110.11

55.055.055.055.0 0.17 0.150.150.150.15

72.172.172.172.1 0.21 0.180.180.180.18

89.689.689.689.6 0.220.220.220.22

107.3107.3107.3107.3 0.290.290.290.29

124.1124.1124.1124.1 0.350.350.350.35

142.8142.8142.8142.8 0.480.480.480.48

249.2249.2249.2249.2 1.271.271.271.27

302.5302.5302.5302.5 0.000.000.000.00

0.00.00.00.0 0.08 0.870.870.870.87

Recovery % 62 32

600 mm

0.83




23/04/2015

Grid K6, H/S Layer

Plate Diameter


Settlement

Not Stated

246.8

0

100

200

300

400

0.00 0.50 1.00 1.50 2.00 2.50 3.00


2)

Settlement (mm)


Expon. (Test Load)


Documents

Plate Loading Test to determine equivalent CBR Value