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High Resistance Polymermodified Binders to Secure ... - Nynas

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Rheometer (BBR) which make it even better <strong>to</strong> describe the performance related<br />

binder properties.<br />

2. Development of PmB with <strong>High</strong> <strong>Resistance</strong> (HR) Properties<br />

<strong>Nynas</strong> Bitumen developed two grades of <strong>High</strong> <strong>Resistance</strong> (HR) polymermodified<br />

binders that are named in the style of the German TL PmB concerning the PmB 25<br />

and the PmB 45.<br />

Both grades the Nypol 25 HR and the Nypol 45 HR have a higher polymer content<br />

based on selected SBS with special additives by using venezuelan base bitumen<br />

which in combination guaranteed the postulated performance. Both grades are of<br />

course cross-linked <strong>to</strong> guarantee the necessary s<strong>to</strong>rage stability especially for higher<br />

polymermodified binders.<br />

2.1 Handling and S<strong>to</strong>rage<br />

The <strong>High</strong> <strong>Resistance</strong> PmB’s should be treated as a normal high polymermodified<br />

binder. The delivery and s<strong>to</strong>rage temperature is around 180 °C. The HR PmB’s are<br />

stable in s<strong>to</strong>rage but for periods of longer than one week the s<strong>to</strong>rage temperature<br />

should be lowered <strong>to</strong> around 140 °C. Reheating should take place gradually, where<br />

possible in a tank with an agita<strong>to</strong>r or with simultaneous pump circulation. The s<strong>to</strong>rage<br />

temperature should not exceed 190 °C.<br />

2.2 Mixing and Transport<br />

The asphalt which is made with the HR PmB’s is mixed in the usual sequence where<br />

the temperature of the binder should be around 180 °C. The temperature of the<br />

asphalt mixture should be between 170 °C and 180 °C. The mixture can be s<strong>to</strong>red<br />

briefly in silos provided these are designed <strong>to</strong> prevent caking at the silo outlet, e.g.<br />

with stainless steel lining and heated silo shutters. The mixture must be transported<br />

that it cools down as less as possible. Covering the mix is absolutely essential.<br />

2.3 Laying, Compaction and Testing<br />

The asphalt mixture made with HR PmB’s should in principle be laid mechanically;<br />

manual laying should be limited <strong>to</strong> an absolute minimum. The laying temperature<br />

should be around 170 °C. Compaction should take place with heavy static rollers<br />

and / or heavy vibra<strong>to</strong>ry rollers, and be completed at a mixture temperature of at least<br />

100 °C.<br />

The HR PmB’s can be extracted from the asphalt mixture with trichloroethylene or<br />

<strong>to</strong>luene. The extraction time must be extended by at least 30 minutes that all<br />

polymers and additives are reliably dissolved.<br />

2.4 Performance of <strong>High</strong> <strong>Resistance</strong> (HR) PmB<br />

The development of the high resistance PmB started with the project of the Container<br />

Terminal in Hamburg (Germany). The tender described the specification for an<br />

special higher polymermodified binder. This project is described in further details in<br />

chapter 3.1.

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