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Matest catalogue 2018

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156<br />

SECTION B | BITUMEN<br />

BITUMEN SUPERPAVE EQUIPMENT<br />

Bitumen, as with all civil construction materials, is characterized by<br />

its mechanical properties. The first classification used in the past,<br />

and actually still working in many Countries nowadays, is based on<br />

empirical properties, such as penetration, softening point, breaking<br />

point and ductility. The importance of a performance analysis<br />

has been developed only in the last 20 years: by adopting empirical<br />

test procedures, bitumen mechanistic behaviour is not investigated,<br />

the test procedures are influenced by the operators and innovative<br />

binders cannot be properly tested.<br />

Also, the traditional classification (such as penetration or viscosity<br />

grade) provides ambiguous results.<br />

A unique feature of the Superpave system is that the tests are performed<br />

at temperatures and aging conditions that more realistically<br />

represent those encountered by in-service pavements. The Superpave<br />

PG binder specification requires the testing of the asphalt<br />

binder under project’s expected climatic and aging conditions in<br />

order to help in reducing pavement distress. SHRP researchers<br />

developed new equipment standards as well as incorporated equipment<br />

used by other industries to develop the binder tests.<br />

SUPERPAVE EQUIPMENT<br />

Dynamic Shear Rheometer<br />

(DSR)<br />

Rotational Viscosimeter (RV)<br />

Bending Beam Rheometer<br />

(BBR) and Direct Tension<br />

Tester (DTT)<br />

Rolling Thin Film Oven (RTFO)<br />

Pressure Aging Vessel (PAV)<br />

PURPOSE<br />

Measure properties at high and<br />

intermediate temperatures<br />

Measure properties at high<br />

temperatures<br />

Measure properties at low<br />

temperatures<br />

Simulate hardening during<br />

asphalt production phase<br />

Simulate hardening during<br />

pavement life<br />

Example of emprical test comparison<br />

In fact, two bituminous binders may have the same properties at<br />

different test temperature and much different behaviour at other<br />

ones.<br />

The need to understand the mechanical properties and relation<br />

between the material and the damage that occurs during the service<br />

life of road pavement (low temperature cracking, fatigue cracks<br />

and rutting deformations) was the motivation behind the development<br />

of a new classification system known as Superpave: Superpave<br />

is an acronym for Superior Performing Asphalt Pavements<br />

and it is a new, comprehensive asphalt mix design and analysis<br />

system, developed by Strategic Highway Research Program (SHRP)<br />

to improve the performance and durability of roads. This method is<br />

different from the previous one and it is based on PERFORMANCE:<br />

focusing on bituminous binder, the modern classification introduced<br />

by Superpave is based on Performance Grade (PG).<br />

PG Testing Procedure<br />

The new performance-based classification system introduces<br />

the binder rheology based innovative testing conditions that<br />

real replicate the binder behaviour from the construction phase<br />

including the concept of properties evolution due to ageing. Employing<br />

the new Superpave approach measures physical properties that<br />

can be related directly to field performance utilizing engineering<br />

principles. The key detail is that the Superpave tests characterize<br />

asphalt at a wide range of temperatures and aging. Superpave<br />

characterizes them at the actual pavement temperatures that they<br />

will experience, and at the periods of time when the asphalt distresses<br />

are most likely to occur.

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