Foundation Indicator Test Data

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1 (Proprietary) Limited. Registration No: 1998/1971/7 BRANCHES: CENTURION JOHANNESBURG PIETERMARITZBURG PINETOWN PORT ELIZABETH RUSTENBURG VRYHEID A SANAS accredited testing laboratory No T62 36/38 Fourth Street, Booysens Reserve, Johannesburg 91 Foundation Indicator Test Data Project DEVON LFS Project No. 13-B-41 Date Sample No Sample No Field Ref. No. SITE 3 TP 1 SITE1 TP 1 %Gravel 1 14 Depth %Sand 68 3 Sieve size %Passing % Passing % Passing %Silt %Clay NMC % Not Tested Not Tested 53 Liquid Limit Plasticity 26.5 Index 19. Linear Shrink Overall P.I Grading Modulus 8 March H.R.B. A-2-6 (1) A-7-5 (15) Unified SC MH Weston swell (%) at 1 kpa Analysis as per method D422 of ASTM of The results reported relate only to the samples tested Documents may only be reproduced or published in their full context Chart Title Finer by Mass (%) Particle Size (mm)

2 A SANAS accredited testing laboratory No T62 36/38 Fourth Street, Booysens Reserve, Johannesburg Activity Diagram After D H van der Merwe P I of Whole Sample MEDIUM LOW VERY HIGH HIGH Clay Fraction of Whole Sample (%<2 micron) Plotted Values: Sample Clay Frac PI (Proprietary) Limited. Registration No: 1998/1971/7

3 (Proprietary) Limited. Registration No: 1998/1971/7 BRANCHES: CENTURION JOHANNESBURG PIETERMARITZBURG PINETOWN PORT ELIZABETH RUSTENBURG VRYHEID A SANAS accredited testing laboratory No T62 36/38 Fourth Street, Booysens Reserve, Johannesburg 91 Foundation Indicator Test Data Project DEVON LFS Project No. 13-B-41 Date Sample No Sample No Field Ref. No. SITE 3 TP 1 SITE 1 TP 1 %Gravel Depth %Sand Sieve size %Passing % Passing % Passing %Silt %Clay NMC % Not Tested Not Tested 53 Liquid Limit Plasticity 26.5 Index 19. Linear Shrink Overall P.I Grading Modulus 8 March H.R.B. A-7-6 (7) A-2-6 () Unified SC SP-SC Weston swell (%) at 1 kpa Analysis as per method D422 of ASTM of The results reported relate only to the samples tested Documents may only be reproduced or published in their full context Chart Title Finer by Mass (%) Particle Size (mm)

4 A SANAS accredited testing laboratory No T62 36/38 Fourth Street, Booysens Reserve, Johannesburg Activity Diagram After D H van der Merwe P I of Whole Sample MEDIUM LOW VERY HIGH HIGH Clay Fraction of Whole Sample (%<2 micron) Plotted Values: Sample Clay Frac PI (Proprietary) Limited. Registration No: 1998/1971/7

5 36/38 Fourth Street, Booysens Reserve, Johannesburg 91 Project: Moisture Density Relationship DEVON LFS Project No.: 13-B-41 Date: 19 March 13 Field Reference: TP 1 - SITE 1 Laboratory Ref.: 41-2 Depth (m):. -.7 Untreated Description: - Compactive Effort: STD PROCTOR Percent Water Content (%): Dry Density (kg/m 3 ): Maximum Dry Density: 1547 kg/m 3 Optimum Moisture Content: 24.7 % Dry Density (kg/m³) Moisture Content (%) Analysis according to Method A7 of TMH1 of The results relate only to the samples tested. This report may only be reproduced or published in its full context. (Proprietary) Limited. Registration No: 1998/1971/7

6 36/38 Fourth Street, Booysens Reserve, Johannesburg 91 Project: Moisture Density Relationship DEVON LFS Project No.: 13-B-41 Date: 19 March 13 Field Reference: TP 1 - SITE 3 Laboratory Ref.: 41-3 Depth (m): Untreated Description: - Compactive Effort: STD PROCTOR Percent Water Content (%): Dry Density (kg/m 3 ): Maximum Dry Density: 1622 kg/m 3 Optimum Moisture Content: 16.5 % Dry Density (kg/m³) Moisture Content (%) Analysis according to Method A7 of TMH1 of The results relate only to the samples tested. This report may only be reproduced or published in its full context. (Proprietary) Limited. Registration No: 1998/1971/7

7 36/38 Fourth Street, Booysens Reserve, Johannesburg 91 Website: Project: Project No: Falling Head Permeability Test Results DEVON LFS 13-B-41 Date: 4/4/13 Lab. Field Depth Moisture Contents Dry density Kg/m 3 Coefficient of Permeability (m/s) Sample Sample (m) Before After As Range Initial Reference Reference Test (%) Test (%) tested Minimum Maximum Average 41-2 SITE 1 TP E-9 1.4E-8 1.1E SITE 3 TP E- 1.4E-9 1.2E-9 Samples remoulded to 95% Proctor. Saturated and tested under a load of kpa. Densities reported are under a load of kpa. (Pty) Limited Registration No: 1998/1971/7 BRANCHES: CENTURION JOHANNESBURG RUSTENBURG FallingHead-13-B-41

Geoscience Testing laboratory (Al Ain)

Geoscience Testing laboratory (Al Ain) Soil 1 In-situ Density by Sand Replacement Method Using Large Pouring Cylinder & Small Pouring Cylinder In-place Density Test by Sand Cone Method BS 1 Part ASTM D 1556 Dry Density Moisture Content Relationship