Investigate Our Successful Projects
Probe Geotechnical Services has a track record of providing superior
geotechnical engineering and soil testing solutions
for a variety of civil construction projects.
Geotechnical site investigation
Yack Bridge #1
Yack Gate Road, Stanley VIC 3747
Geotechnical site investigation and footing/piling recommendation for a bridge reconstruction
Fieldwork: 4 x 7m BHs
Lab Testing: 4 x Point Load Index tests
Geotechnical site investigation
Yack Bridge #2
Yack Gate Road, Stanley VIC 3747
Geotechnical site investigation and footing/piling recommendation for a bridge reconstruction
Fieldwork: 4 x 7m BHs, SPT every 1.5m intervals
Lab Testing: 4 x Point Load Index tests
Geotechnical site classification
38 Young St, Frankston VIC 3199
Geotechnical site classification and footing recommendation for a commercial dwelling expansion
Fieldwork: 4 x Core Opening, 4 x 2m BH, 4 x 2m DCP
Lab Testing: 2 x Environmental Samples
Geotechnical site investigation
Rythdale Recreation Reserve
Geotechnical site investigation and footing recommendation for a sign board installation
Fieldwork:2 x 3m BHs, 2 x 2m DCP
Lab Testing: N/A
Geotechnical site investigation
Ecodynamics Mulch
480 Cooper St, Epping VIC 3076
Geotechnical site investigation and footing recommendation for a proposed commercial dwelling
Fieldwork: 2 x 2m BHs, 2 x 2m DCP
Lab Testing: N/A
Geotechnical site classification
George Andrews Reserve
21 Trevin St, Dandenong VIC 3175
Geotechnical site classification and footing recommendation for a proposed commercial dwelling
Fieldwork: 4 x 7m BHs
Lab Testing: 4 x Point Load Index tests
Geotechnical site investigation
35 Beach Rd, Marlo VIC 3888
Geotechnical investigation for underground service main. Drilled boreholes to a 12.0m depth.
Fieldwork: 4 x 7m BHs
Lab Testing: 4 x Point Load Index tests
Pavement designing
Snowy River Estate
Saleni Drive, Marlo VIC 3888
Factual report for a pavement designing
Fieldwork:3 x 1.5m BHs, 3 x 1 .5m DCP
Lab Testing:1 x CBR, 1 x Moisture Content
Geotechnical site investigation
Hunters Lane, Kalimna VIC 3909
Geotechnical investigation for underground service main. Drilled boreholes to a 10.0 – 12.0m depth.
Fieldwork: 4 x 7m BHs
Lab Testing: N/A
Geotechnical site classification
44 Kennedys Rd, Fish Creek
Geotechnical site classification and footing recommendation and BAL assessment
Fieldwork:3 x 1.5m BHs, 3 x 1.5m DCP, 1 x BAL assessment
Lab Testing: N/A
Geotechnical site classification
Five Farms Stage 05/ 06/ 08/ 21/ 22
Geotechnical site classification and footing/piling recommendation for a Land development project
Sateg 5 Fieldwork: 27 x 2m BHs
Lab Testing: 3 x Atterberg Limit Test, 2 x Particle Size Distribution, Test, 2 x Moisture Content Test, 3 x Shrink Swell Index
Geotechnical site classification
Kyneton WRP
67 Redesdale Rd, Kyneton VIC 3444
Geotechnical site classification and footing recommendation for solar farm construction
Fieldwork:10 x 4m BHs, 10 x 1.5m DCP
Lab Testing:3 x Atterberg Limit Test,3 x Moisture Content Test
Geotechnical site investigation
Newhaven College
1770 Phillip Island Rd, Rhyll VIC 3923
Geotechnical site investigation and site classification
Fieldwork: 5 x 6m BHs, 3 x 3m DCP
Lab Testing: N/A
Geotechnical site investigation
Buchan Caves Bridge
Geotechnical site investigation and footing/piling recommendation for a bridge replacement
Fieldwork: 5 x 1.5m BHs, 5 x 1.5m DCP
Lab Testing: 1 x Atterberg Limit Test, 1 x Moisture Content Test
Geotechnical site investigation
Regional Landfill
Geotechnical site investigation for a waste boundary assessment
Fieldwork: 5 x 7m BHs
Geotechnical site investigation
Teys Australia
Charlton
Geotechnical site investigation and site classification
Fieldwork: 8 x 4m BHs
Lab Testing: 4 x Atterberg Limit Test, 4 x Moisture Content Test
Slope stability assessment
Hyland Highway
Landfill
Slope stability assessment and geotechnical site investigation
Fieldwork: 4 x 15m BHs, SPT evry 1.5m Intervals
Lab Testing:15 x Atterberg Limit Test, 15 x Partical Size Distribution Test, 15 x Moisture Content Test, 3 x Bulk Tensity Test
Geotechnical site classification
Central Agri Group
Trafalgar
Geotechnical site classification and footing recommendation for solar farm construction.
Fieldwork: 12 x 3.4m BHS,12 x 3m DCP
Lab Testing: 4 x Atterberg Limit Test, 4 x Moisture Content Test
Geotechnical Drilling
VIC NSW border
Fieldwork: 21 x 3m BHs, 10 x 3m Test pits, 21 x 3m DCP
Pavement Investigation
Wilson Prom
Geotechnical site investigation and footing/piling recommendation for a bridge reconstruction
Fieldwork: 3 x 4m BHs with SPT evry 1.5m Intervals, 20 x 3m BHs, 20 x 3m DCP
Geotechnical site investigation
Reinforced Concrete Pipes Australia
RCPA – Melton
Geotechnical investigation for underground service main. Drilled boreholes to a 2.0m depth.
Fieldwork: 5 x 1.5m BHs, 5 x 1.5m DCP
Lab Testing: 1 x Atterberg Limit Test, 1 x Moisture Content Test
Pavement Investigation
Sunbury
Fieldwork:10 x 4m BHs with SPT evry 1.5m Intervals
Stage 6 Fieldwork:41 x 2m BHs
Lab Testing: 4 x Atterberg Limit Test, 2 x Particle Size Distribution Test, 2 x Moisture Content Test, 2 x Shrink Swell Index
Stage 8 Fieldwork: 56 x 2m BHs
Lab Testing: 8 x Atterberg Limit Test, 5 x Particle Size Distribution, Test, 5 x Moisture Content Test, 4 x Shrink Swell Index
Stage 21 Fieldwork: 46 x 2m BHs
Lab Testing: 3 x Atterberg Limit Test, 3 x Particle Size Distribution Test, 3 x Moisture Content Test, 3 x Shrink Swell Index
Stage 22 Fieldwork: 32 x 2m BHs
Lab Testing: 3 x Atterberg Limit Test, 3 x Particle Size Distribution Test, 3 x Moisture Content Test, 2 x Shrink Swell Index