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High Resistance Polymermodified Binders to Secure ... - Nynas

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3.2 Application Example Bus Station<br />

Due <strong>to</strong> the good experiences of the high resistance PmB the Nypol 25 HR was also<br />

used for the remediation of several areas of the bus station in Hamm (Germany). The<br />

old areas made out of asphalt around the central platform had huge deformations<br />

and had <strong>to</strong> be rehabilitated.<br />

The old asphalt binder course and the old s<strong>to</strong>ne mastic asphalt were participating in<br />

the huge deformations. The optical impression of the whole Bus Square should not<br />

be changed, i.e. other constructions like concrete or composite pavement structures<br />

was not possible. The rehabilitation had <strong>to</strong> be done in an asphalt construction. After<br />

milling of the both old layers a new construction with binder course asphalt 0/22 S<br />

and with s<strong>to</strong>ne mastic asphalt 0/11 S by using the Nypol 25 HR was build. In the<br />

following table 4 the results of the wheel tracking tests are shown. The results are<br />

extremely good compare with the German limit of 3,5 mm for binder courses. The rut<br />

depth for the surface course is below 1,0 mm.<br />

Table 4: Results of German Wheel Rutting Test – Nypol 25 HR (Steel Wheel at 50 °C)<br />

Binder Course<br />

Asphalt 0/22 S<br />

S<strong>to</strong>ne Mastic<br />

Asphalt 0/11 S<br />

Binder Content<br />

[M.-%]<br />

Air Void Content<br />

[Vol.-%]<br />

Rut Depth at 50 °C<br />

[mm]<br />

4,2 6,3 2,2<br />

6,8 4,2 0,8<br />

The paving of the asphalt mixtures were made with a conventional paver by using a<br />

9,5 t smooth-wheeled vibration roller. The compaction was controlled with a Troxler<br />

probe. Due <strong>to</strong> the good workability of the HR PmB paving temperatures between 160<br />

and 170 °C were used without any problems for the compaction of the asphalt<br />

mixture. The demand compaction degree of 97 % was achieved. The laying was<br />

done during the hot summer period in August 2004. Referring <strong>to</strong> this the Bus Square<br />

was closed for three days <strong>to</strong> guarantee the cooling down. On Monday morning the<br />

bus traffic started again.<br />

4. Conclusions<br />

Based on the experiences of the high resistance high polymermodified binder is<br />

resulting that with the Nypol 25 HR and the Nypol 45 HR two binders are available<br />

which are able <strong>to</strong> ensure durable asphalt pavement for different applications.<br />

The range of plasticity of these high resistance binders amounts nearly 100°C. The<br />

heat stability amounts more than double measured by complex shear modulus and<br />

compared with a standard PmB. The behaviour at low temperatures is not affected<br />

measured with the Bending Beam Rheometer. The asphalt performance for binder<br />

course asphalt and s<strong>to</strong>ne mastic asphalt tested with the wheel-rutting tester (steel<br />

wheel at 60°C) is exceptional well.<br />

5. References<br />

Barth, R.: Das <strong>Nynas</strong> - Spezialbindemittel für sehr hoch beanspruchte Verkehrsflächen,<br />

Performance, Issue 3, 2003

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