Test Data

Engineered in the GRT laboratories, the innovative range of GRT polymer solutions are tirelessly tried and tested, ensuring optimal results are achieved across all soil types.

Using the California Bearing Ratio (CBR) and testing for Unconfined Compression Strength (UCS) in road subgrades and base courses, GRT’s revolutionary polymer products accomplish game changing results, even in small dosages.

Improved Rolling Resistance Performance

65%

Improved Road Wearing Coarse Friction Performance and Durability

59%

Improved Fuel Economy

26%

Improved Haul Truck Tyre Life

31%

Improved Air Quality

96%

100% Dry Strength

100% dry strength increase of base material can be achieved with as little as 0.5% of Polymer additive with  UCS results ranging from 2 – 5.8Mpa

Indirect Tensile Strength 25% of UCS

Indirect tensile strength results of approximately 25% of UCS can be achieved from polymer treated base materials, were cement treated base materials will only achieve 4% of UCS at best.

Increased CBR by 65%

The CBR value of Sub base materials can be improved by at least 65%, to base course quality of greater than CBR 100%.

70% Reduction in Pavement Depths

70% reduction in pavement depths achievable using polymer stabilized base and sub-bases.

Global Road Technology Research Test Data

Global-Road-Technology-Research-Development

POLYMER DESIGNED FROM NANO SCALE TO BUILD KILOMETERS OF ROADS

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A DROP IN THE OCEAN: IS 1-3% POLYMER REALLY ENOUGH ?

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GRT:7000 (S) Unconfined Compressive Strength Test Data Reports

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Simtars Independent Dust Monitoring Investigation

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Risk Assessment of the Effects of GRT products on Cattle and Cattle Farms

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Environmental Resource Management Ecological Risk Assessment Technical Report

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Typical Savings When Compared to 4 water Applications per day on 10km Road

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Deloitte Comparative Cost Analysis – Conventional Dust Suppression vs GRT Managed Seal

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Comparing New GRT Polymer with Cement: Does It Really Work

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