02 8740 0494
info@aetg.au
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Geotechnical
Geotechnical Investigations
Geotechnical Site Investigations
Geological Mapping & Analysis
Soil & Rock Classification
Groundwater Assessment & Monitoring
Lot / Site Classification
Soil Infiltration & Percolation Testing
Pavement Design
Design & Analysis Services
Shoring & Retention System Design
Slope Stability Analysis & Design
Earth Retaining Structures Design
Foundation Engineering & Design
Working Platform Design
Specialist Geotechnical Assessments
Construction Inspections
Foundation & Footing Inspections
Trench & Excavation Stability
Earthworks & Compaction Inspections
Pile & Pier Installation Inspections
Pile Integrity Testing
Pile Load Testing
Crane Pad Inspections
Bearing Capacity Verification
Environmental
Waste Management
Waste (Soil) Classification
Resource Recovery Exemptions
Asbestos Assessments & Surveys
Asbestos Management & Monitoring
Dust & Silica Monitoring
Contaminated Land Management
Environmental Due Diligence
Site Investigations
Remediation Management & Validation
Imported Fill Material Assessments
Acid Sulfate Soil Assessments
Salinity and Aggressivity Assessments
Environmental Groundwater Monitoring
Pre and Post-Occupation Assessments
UPSS Compliance
Testing
Soil & Rock
Soil & Rock Triaxial Shear Testing
Direct Shear Testing
Consolidation Testing
Point Load Testing
Unconfined Compressive Strength (UCS) & Indirect Tensile Strength (ITS) Testing
Triaxial Permeability
Hydraulic Specialist Testing
Earthworks Compaction
Bulk Earthworks Conformance
Pavement Compaction Testing
Subgrade Stabilisation Assessments
Plate Load Testing
Benkelman Beam Testing
Test Roll Inspections
Materials Conformance Testing
Thermal Resistivity & Conductivity
CBR Testing
Plasticity Assessments
Grading – Particle Size Distribution
Shrink-Swell Testing
Emerson Class Assessments
Soil Pretreatment
Concrete Compressive Strength
Aggregate Conformance Assessments
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Contact us
02 8740 0494
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Cattai Creek Subdivision
Location
Australia
Procuring Agency
The Hills Shire Council
Timeframe
2021-2025
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