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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.

Here are a few of our 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:3 x 2.2m BHs, 5 x 2m DCP

Lab Testing: N/A

Geotechnical site investigation

35 Beach Rd, Marlo VIC 3888

Geotechnical investigation for underground service main. Drilled boreholes to a 12.0m depth.

Fieldwork:1 x 12m BH

Lab Testing: N/A

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

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

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: 2 x 3m BHs, 2 x 1.5m DCP

Lab Testing: 2 x Point Load Test

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

Cutting-edge EZYPROBE LANDCRUISER rig mounted on a robust Toyota Landcruiser, powering Probe Geotechnical Services' drilling expertise in Melbourne.

Geotechnical site investigation

Regional Landfill

Geotechnical site investigation for a waste boundary assessment

Fieldwork: 5 x 7m BHs

Cutting-edge EZYPROBE LANDCRUISER rig mounted on a robust Toyota Landcruiser, powering Probe Geotechnical Services' drilling expertise in Melbourne.

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

Cutting-edge EZYPROBE LANDCRUISER rig mounted on a robust Toyota Landcruiser, powering Probe Geotechnical Services' drilling expertise in Melbourne.

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

Cutting-edge EZYPROBE LANDCRUISER rig mounted on a robust Toyota Landcruiser, powering Probe Geotechnical Services' drilling expertise in Melbourne.

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

Pavement Investigation

Sunbury

Fieldwork:10 x 4m BHs with SPT evry 1.5m Intervals