REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Hillsborough Appendix B: Cone Penetration Testing
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1 REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Hillsborough Appendix B: Cone Penetration Testing
2 REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Hillsborough Appendix B: Cone Penetration Testing Report prepared for: EARTHQUAKE COMMISSION Report prepared by: Tonkin & Taylor LTD Distribution: EARTHQUAKE COMMISSION Tonkin & Taylor LTD (FILE) 1 copy 1 copy September 11 T&T Ref: REP-HLB-FAC Christchurch Earthquake Recovery Geotechnical Factual Report Hillsborough Appendix B: Cone Penetration Testing T&T Ref. REP-HLB-FAC Earthquake Commission September 11
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4 Appendix B: Cone Penetration Testing Summary Sheet Hillsborough HLB 5 CPT ID Depth (m) Location (me) Location (mn) Ground Surface R.L Comments CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB Piezometer installed CPT-HLB CPT-HLB CPT-HLB CPT-HLB CPT-HLB A typical detail of a piezometer installation is included in this Appendix. Christchurch Earthquake Recovery Geotechnical Factual Report Hillsborough Appendix B: Cone Penetration Testing T&T Ref. REP-HLB-FAC Earthquake Commission September 11
5 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-1 Test Date: -Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.5mBGL Located By: Survey GPS Position: 33.1mE 573mN 3.33mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9:3 a.m. Template: CPT Graph Template v.1.xls
6 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-3 Test Date: -Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: mbgl Located By: Survey GPS Position: 33.mE mN.9mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9:3 a.m. Template: CPT Graph Template v.1.xls
7 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of CPT-HLB- Test Date: -Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: 1.3mBGL Located By: Survey GPS Position: 33.9mE 57351mN.91mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9:3 a.m. Template: CPT Graph Template v.1.xls
8 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: of CPT-HLB- Test Date: -Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: 1.3mBGL Located By: Survey GPS Position: 33.9mE 57351mN.91mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9:3 a.m. Template: CPT Graph Template v.1.xls
9 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-5 Test Date: -Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.mBGL Located By: Survey GPS Position: 335.mE 5731.mN.5mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9:3 a.m. Template: CPT Graph Template v.1.xls
10 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB- Test Date: 7-Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.9mBGL Located By: Survey GPS Position: mE mN.57mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
11 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-7 Test Date: 7-Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.1mBGL Located By: Survey GPS Position: 315.mE 573.3mN 3.7mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
12 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB- Test Date: 7-Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.mBGL Located By: Survey GPS Position: 355.mE mN.mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
13 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-9 Test Date: 7-Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.mBGL Located By: Survey GPS Position: 37.mE 5735mN.5mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
14 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-1 Test Date: 7-Jun-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: mbgl Located By: Survey GPS Position: mE mN.mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
15 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-11 Test Date: 1-May-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: mbgl Located By: Survey GPS Position: 3mE mN.mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
16 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-1 Test Date: 1-May-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: mbgl Located By: Survey GPS Position: 33.3mE mN.35mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
17 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-13 Test Date: 1-May-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL:.mBGL Located By: Survey GPS Position: 3.3mE mN.53mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
18 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-1 Test Date: 1-May-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: mbgl Located By: Survey GPS Position: 371.mE mN.3mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
19 Project: Christchurch 11 Earthquake - EQC Ground Investigations Page: 1 of 1 CPT-HLB-15 Test Date: 1-May-11 Location: Hillsborough Operator: Geotech Pre-Drill: 1.m Assumed GWL: 1mBGL Located By: Survey GPS Position: 37.1mE mN 3.mRL Coord. System: NZMG & MSL Other Tests: Comments: Cone Sleeve Cone Resistance (MPa) Friction Ratio (%) Pore Pressure (kpa) 1 3 Depth( m) Sleeve Friction (kpa) 1 3 T+T Ref: 5.3 Printed: 1//11 9: a.m. Template: CPT Graph Template v.1.xls
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40 Probe No Date of Calibration Replacement of Calibrated by File name 3r 1 9i 3 Joakim Tingstr<im doc CERTIFICATE FOR CPT PROBE 3I Maximum Load Range Scaling Factor Resolution Net area factor MPa Mpa kpa (1 bit resolution) ERRORS Max. Temperature effect when not loaded. kpa Temperature range - deg. Celsius. Maximum Load Range Scaling Factor Resolution Net area factor MPa Mpa kpa (1 bit resolution) ERRORS Max. Temperature effect when not loaded.73 kpa Temperature range - deg. Celsius. Maximum Load Range Scaling Factor Resolution MPa Mpa kpa (1 bit resolution) ERRORS Max. Temperature effect when not loaded Temperature range - deg. Celsius..9 kpa Range - Deg. Back up memory Specialists in Gnotechnical Field Equipment ingenjorsfirman Geotech AB DatavAgen 53 SE-3 3 ASKIM, Sweden + () () lyrvry-scated,se VAT No. se
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