Addressing moisture ingress and heavy traffic loading for cohesive pavement materials – Case Study

May 7, 2025 | Insitutek, Soil Stabilisation

Existing pavement condition, prior to treatment

It’s always rewarding when we can bring both our “test” and “improve” capabilities to the same project.

This was the case with a recent case study for the application of TERRA-3000®, our clay soil stabilisation product in the City of Ballarat, VIC, which we tested using the Light Weight Deflectometer.

Council drivers for using TERRA-3000® on this 1.6km section of Gillies Road included:

1. 4x previous projects in the City of Ballarat municipality using TERRA-3000® on problematic roads over the last 7 years with all treated sections still performing well

2. Several previous attempts to rejuvenate this continually failing section of pavement using conventional approaches

3. Lower cost by:

  • treating clay soil in situ (rather than remove and replace)
  • use of approx. 30% clay content “red dredge” marginal material to raise the road level, instead of using higher grade more costly quarried base material
  • significant reduction in the pavement depth required
  • less truck movements bringing in quarried material

4. Reduced environmental impact

There are two primary issues that cause pavement degradation – moisture ingress and heavy traffic loading. TERRA-3000® addresses both of these for cohesive pavement materials. Find out more.

Existing pavement condition, prior to treatment

Existing pavement condition, prior to treatment

Filling the TERRA-3000® into the water truck

Filling the TERRA-3000® into the water truck

 

The Mechanical Stabiliser controls delivery rate, depth and speed

The Mechanical Stabiliser controls delivery rate, depth and speed

The TERRA-3000® layer is rolling using a heavy Multi Rubber Tyred roller and Steel Smooth Drum roller with no vibration

The TERRA-3000® layer is rolling using a heavy Multi Rubber Tyred roller and Steel Smooth Drum roller with no vibration

The finished result – prior to chip sealing

The finished result – prior to chip sealing

Proof Rolling

Proof Rolling

Light Weight Deflectometer testing

Light Weight Deflectometer testing

Light Weight Deflectometer results

Light Weight Deflectometer results

Subsequently, a chip seal wearing course was applied and the road was line marked.

If you have problematic roads that previous attempts to rejuvenate using conventional approaches have failed to rectify, we’d be keen to explore with you.

We have found the PANDA to be an invaluable acquisition to our company, using it on projects ranging from Remote Community Housing in Central Australia to a NASA Rocket Launch Facility in Arnhem Land, NT.

Stephen Flux

Director / Principal Geotechnical Engineer - WANT Geotechnics

I felt the training was very thorough. If anyone doesn’t know how to use a PANDA after that session, they shouldn’t be using one at all.

Sam Bamford

Laboratory Division Manager, Protest Engineering

That was really useful and informative yesterday – started a lot of discussion around here.

Troy Crozier

Principal, Crozier Geotechnical Consultants

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