CPT South Australia offers Cone Penetration Testing (CPT) services in South Australia and further afield.
We operate a Geomil CPT system and use their third generation digital 10cm2 compression and subtraction cones (CPTu) with qc (tip resistance) to 100 MPa, fs (sleeve friction) 2-6 MPa, u2 (pore pressure) to 5 MPa and inclination to 20°.
Our digital cones are well suited for working in electrically noisy environments eg adjacent to high voltage transmission lines, due to the digital signal processing in the cone, the use of RS485 twisted pair wires and half-duplex communication between the cone and receiving computer.
We perform;
CPT tests according to AS1289.6.5.1 – 1999. “Soil strength and consolidation tests – Determination of the static cone penetration resistance of a soil – Field test using a mechanical and electrical cone or friction-cone penetrometer” and with reference to ISO 22476-1:2012 “Geotechnical investigation and testing – Field testing Part 1: Electrical cone piezocone penetration test".
Sounding data is stored in Geroc CORE-GS software and plots are generated from their CPT Add-in.
Our deliverable for each CPT sounding are;
DMT tests according to ISO 22476-11 "Geotechnical investigation and testing - Field testing - Part 11: Flat dilatometer test".
We operate a Geomil CPT system and use their third generation digital 10cm2 compression and subtraction cones (CPTu) with qc (tip resistance) to 100 MPa, fs (sleeve friction) 2-6 MPa, u2 (pore pressure) to 5 MPa and inclination to 20°.
Our digital cones are well suited for working in electrically noisy environments eg adjacent to high voltage transmission lines, due to the digital signal processing in the cone, the use of RS485 twisted pair wires and half-duplex communication between the cone and receiving computer.
We perform;
CPT tests according to AS1289.6.5.1 – 1999. “Soil strength and consolidation tests – Determination of the static cone penetration resistance of a soil – Field test using a mechanical and electrical cone or friction-cone penetrometer” and with reference to ISO 22476-1:2012 “Geotechnical investigation and testing – Field testing Part 1: Electrical cone piezocone penetration test".
Sounding data is stored in Geroc CORE-GS software and plots are generated from their CPT Add-in.
Our deliverable for each CPT sounding are;
- formatted CPT trace in PDF format
- data in Excel format
- data in *.GEF format
DMT tests according to ISO 22476-11 "Geotechnical investigation and testing - Field testing - Part 11: Flat dilatometer test".
Just some of the customers who trust us :
Projects include;
- SecureEnergy JV EnergyConnect
- Torrens to Darlington - North-South Corridor, Phase 2 Geotechnical Investigation
- Torrens to Darlington - North-South Corridor, Phase 1 Geotechnical Investigation
- Snapper Point Power Station
- Adelaides North-South Corridor
- TransGrid - EnergyConnect (Wagga Wagga NSW to the SA border)
- Joy Baluch AM Bridge Duplication
- R2P Alliance - Ovingham Railway Crossing
- ASC North
- ASC South
- Hove Level Crossing Removal
- Ovingham Level Crossing Removal
- Main South Road Duplication, Aldinga
- Darlington Upgrade
Our staff;
-Remote First Aid and CPR training
-4x4 and defensive driver training
-Apply Risk Management Processes training
-DBYD Certified Locator and Telstra Approved Plant Locator
-SA Water inductions
-Australian Rail Track Corporation (ARTC) inductions for SA
We;
- OH&S aware and we havent had any LTI in 5 years
-Remote First Aid and CPR training
-4x4 and defensive driver training
-Apply Risk Management Processes training
-DBYD Certified Locator and Telstra Approved Plant Locator
-SA Water inductions
-Australian Rail Track Corporation (ARTC) inductions for SA
We;
- have SWMS for work activities
- complete "Take 5" before commencing work
- undertake pre-starts and plant maintenance register
- hold $2M professional indemnity insurance
- hold $20M public liability cover
