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Subject: Asphalt Rubber 2003 (Asfalto Borracha)
Date: Thu, 9 Aug 2007 10:43:29 -0700
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      <TABLE borderColor=3D#000000 cellSpacing=3D2 width=3D"99%" =
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        <TBODY>
        <TR>
          <TD width=3D"75%" height=3D25>Maintenance and reahabilitation =
strategies=20
            utilizing asphal trubber chip seals</TD>
          <TD width=3D"25%">Jack Van Kirk</TD></TR>
        <TR>
          <TD height=3D42>Asphalt Rubber Maintenance Treatments in=20
California.</TD>
          <TD>Shakir Shatnawi<BR>Glyn Holleran</TD></TR>
        <TR>
          <TD height=3D62>The Rubber Pavements Association: Technical =
Advisory=20
            Board: leading the way in Asphalt Rubber Research</TD>
          <TD>George B. Way<BR>Jay McQuillen<BR>Byron Lord</TD></TR>
        <TR>
          <TD height=3D80>
            <P>&nbsp;</P>
            <P>Material characteristics of asphalt rubber mixtures </P>
            <P></P>
            <P></P></TD>
          <TD>Kamil E. Kaloush<BR>Aleksander Sborowski<BR>Andres=20
            Sotil<BR>George B. Way</TD></TR>
        <TR>
          <TD height=3D61>Rutting Prediction of Asphalt Concrete and =
Asphalt=20
            Mixture</TD>
          <TD>Mona Nourelhuda<BR>Magdy Y. Mikhail<BR>Michael S. =
Mamlouk</TD></TR>
        <TR>
          <TD height=3D61>Long Term Performance of Crumb Rubber Mixtures =
in=20
            Nevada</TD>
          <TD>
            <P>Peter E. Sebaaly<BR>Gabriel Bazi<BR>Dean Weitzel<BR>Maria =

            Ardila-Coulson </P></TD></TR>
        <TR>
          <TD height=3D40>Cracking Resistance of Asphalt Rubber Mix =
Versus=20
            Hot-Mix Asphalt </TD>
          <TD>Michael S. Mamlouk<BR>Barzin Mobasher</TD></TR>
        <TR>
          <TD>Bitumen rubber asphalt: Year 2002 design and construction=20
            procedures in South Africa</TD>
          <TD>C. J. Potgieter<BR>J. S. Coetsee </TD></TR>
        <TR>
          <TD>Asphalt-Rubber - Stress Absorbing Membrane - Stress =
Absorbing=20
            Membrane Interlayer</TD>
          <TD>Jeffrey R. Smith</TD></TR>
        <TR>
          <TD>Modified asphalt cement products with the incorporation of =

            asfaltita and recycled rubber tyres. Equipment, =
manufactures,=20
            installation and engineering specifications<BR></TD>
          <TD>Gustavo C. Bacchetta</TD></TR>
        <TR>
          <TD height=3D36>Design method for bitumen rubber single stone =
seals</TD>
          <TD>Wynand A. van Wyngaard</TD></TR>
        <TR>
          <TD height=3D48>Recycling of asphalt rubber pavements </TD>
          <TD>Mang Tia <BR>Byron E. Ruth</TD></TR>
        <TR>
          <TD height=3D32>The impact of chemical modification for used =
tire=20
            rubber towards skiny mix design for maintenance</TD>
          <TD>Mohammed Memon<BR>Colin Franco</TD></TR>
        <TR>
          <TD height=3D43>Bitumen rubber chip and spray seals as used in =
South=20
            Africa</TD>
          <TD>C. J. Potgieter<BR>A. T. Visser</TD></TR>
        <TR>
          <TD height=3D38>Evaluation of rubber modified asphalt =
concrete</TD>
          <TD>Arieh Sidess<BR>Jacob Uzan</TD></TR>
        <TR>
          <TD height=3D42>Comparative analysis of bitumen-rubber binder =
and=20
            Polish standard bitumen properties</TD>
          <TD>Radziszewski P.<BR>Kalabinska M.<BR>Pilat J.</TD></TR>
        <TR>
          <TD>An italian research on mechanical properties of asphalt =
with=20
            tire rubber</TD>
          <TD>Gaetano Di Mino<BR>Paola Tripodi</TD></TR>
        <TR>
          <TD height=3D61>The influence of crude source and penetration =
grade on=20
            the interaction of crumb rubber and bitumen</TD>
          <TD>Gordon Airey<BR>Mujibur Rahman<BR>Andrew Colllop</TD></TR>
        <TR>
          <TD height=3D64>Asphalt paving on steel structural bridge =
using crumb=20
            rubber additive <BR></TD>
          <TD>
            <P>Wang Xu-dong<BR>Huang Wen-yuan<BR>Yang Zhi-feng =
</P></TD></TR>
        <TR>
          <TD>Expectations on the use of asphalt rubber in Chilean=20
pavements</TD>
          <TD>Julio Torrej=F3n Olmos</TD></TR>
        <TR>
          <TD height=3D25>Laboratorial Evaluiation of use tire rubber as =
hot mix=20
            aggregate</TD>
          <TD>Luciano Pivoto Specht<BR>Jorge A. Pereira Ceratti<BR>Ilda=20
          Paludo</TD></TR>
        <TR>
          <TD>Performance and acceptility criteria for crumb rubber =
modified=20
            binders with same performance grade (PG) rating</TD>
          <TD>Gajanan S. Natu<BR>Akhtarhusein A. Tayebali</TD></TR>
        <TR>
          <TD height=3D42>Practical applications of modified rubber =
binders in=20
            Brazil - Modified rubber binders</TD>
          <TD>Armando Morilha J=FAnior<BR>Gilberto de Almeida =
Dantas</TD></TR>
        <TR>
          <TD height=3D25>Performance of asphalt-rubber hot mix overlays =
at=20
            Brazilian highway</TD>
          <TD>
            <P>Luis Severo &amp; Paulo Ruwer<BR>Armando Morilha=20
            J=FAnior<BR>Fernando Pugliero Gon=E7alves<BR>Jorge A. =
Pereira Carratti=20
            </P></TD></TR>
        <TR>
          <TD height=3D46>Performance of crumb rubber modified bitumen =
among=20
            laboratory circumstances</TD>
          <TD>
            <P>E. Fant=F3<BR>R. Durg=F3<BR>Sz. B=EDr=F3<BR>L. =
Bartha<BR>Gy.=20
        De=E1k</P></TD></TR>
        <TR>
          <TD height=3D56>Pioneer experience with the application of gap =
graded=20
            asphalt rubber mixes in S=E3o Paulo, Brazil</TD>
          <TD>Rodrigo Vasconcellos Barros<BR>Firmino Savio =
Vasconcellos</TD></TR>
        <TR>
          <TD height=3D48>Improved performance for crumb rubber modified =
bitumen=20
            to increase durability of pavements</TD>
          <TD>Juan Jos=E9 Potti<BR>Jos=E9 Luis pen=E3</TD></TR>
        <TR>
          <TD>First test sections using bituminous mixes with addition =
of=20
            crumb rubber from waste tires, for urban paving applications =
in=20
            Argentina</TD>
          <TD>
            <P>Hugo Daniel Bianchetto<BR>Mariano Alejandro =
L=F3pez<BR>Marcela=20
            Balige<BR>Alejandro Bisio<BR>Fabi=E1n =
Schvartzer</P></TD></TR>
        <TR>
          <TD height=3D46>Stack emissions with asphalt rubber a =
synthesis of=20
            studies</TD>
          <TD>Don Stout<BR>Douglas D.Carlson</TD></TR>
        <TR>
          <TD>Establishment of an asphalt-rubber technology service =
(ARTS)</TD>
          <TD>Serji N. Amirkhabian</TD></TR><!--      <td>Experi=EAncia =
da Prefeitura da cidade do Rio de Janeiro na utiliza=E7=E3o =0A=
                de borracha mo=EDda de pneus inserv=EDveis na =
produ=E7=E3o de misturas =0A=
                asf=E1lticas </td>=0A=
              <td>V&acirc;nia Esp&iacute;rito Santo<br>=0A=
                Ana Koeler Schilling, et al.</td>=0A=
              </tr> -->
        <TR>
          <TD>Mechanical behaviour of asphalt-rubber mixes using shale=20
            extender oil </TD>
          <TD>Adalberto Leandro Faxina<BR>Manoel Henrique Alba =
S=F3ria</TD></TR>
        <TR>
          <TD>The effect of crumb rubber gradation and binder-rubber=20
            interaction time in the mechanical properties of =
asphalt-rubber=20
            mixtures (dry process)</TD>
          <TD>Jorge Magalh=E3es Pinheiro<BR>Jorge Barbosa =
Soares</TD></TR>
        <TR>
          <TD>Development of a mechanistic-empirical based overlay =
design=20
            method for reflective cracking</TD>
          <TD>Jorge B. Sousa<BR>Jorge C. Pais<BR>George B. Way</TD></TR>
        <TR>
        <TR>
          <TD height=3D80>Properties of asphalt-rubber binders related =
to=20
            characteristics of the incorporated crumb rubber </TD>
          <TD>Silvrano A. Dantas Neto<BR>M=E1rcio Muniz de =
Farias<BR>Jorge C.=20
            Pais<BR>Paulo A. A. Pereira</TD></TR>
        <TR>
          <TD>Behaviour of asphalt-rubber hot mixes obtained with high =
crumb=20
            rubber contents </TD>
          <TD>Silvrano A. Dantas Neto<BR>M=E1rcio Muniz de =
Farias<BR>Jorge C.=20
            Pais<BR>Paulo A. A. Pereira<BR>L. Picado Santos </TD></TR>
        <TR><!--    <td>Development of an asphalt rubber mix to reduce =
noise level</td>=0A=
                <td>Jorge C. Pais<br>=0A=
                  Jorge B. Sousa<br>=0A=
                  Paulo A. A. Pereira</td>=0A=
              </tr> -->
        <TR>
          <TD height=3D80>Low-temperature influence in the predicted of =
pavement=20
            overlay life</TD>
          <TD>
            <P>Manuel J.C. Minhoto<BR>Jorge C. Pais<BR>Paulo A.A. =
Pereira<BR>L.=20
            Picado Santos </P></TD></TR>
        <TR>
          <TD height=3D61>Analysis of traffic noise before and after =
paving with=20
            asphalt-rubber</TD>
          <TD>Douglas D. Carlson<BR>Han Zhu<BR>Can Xiao</TD></TR>
        <TR>
          <TD>The use of recycled plastic and ground scrape tyre rubber =
in=20
            bituminous Mixtures - An overview</TD>
          <TD>Hassan Al Nageim</TD></TR>
        <TR>
          <TD height=3D27>Asphalt-rubber in drainable mixtures</TD>
          <TD>Fredy Reyes</TD></TR>
        <TR>
          <TD height=3D61>Use of plastic for porous asphaltic mixture =
design </TD>
          <TD>Fredy Reyes Lizcano<BR>Oscar J. Reyes Ortiz<BR>Janeth=20
        Vargas</TD></TR>
        <TR>
          <TD height=3D61>Rheology of bitumen-rubber - A comparative =
study of=20
            two binders and two binder/filler systems </TD>
          <TD>A. F. Burger<BR>M. F. C. van de Ven<BR>K. J. =
Jenkins</TD></TR>
        <TR>
          <TD height=3D80>Socioeconomic and environmental analysis for =
the use=20
            of rubberized asphalt in the construction of highways</TD>
          <TD>M. V. C. Quintella<BR>A. L. S. Murta<BR>L. H. F.=20
            Figueiredo<BR>L. C. S. Montenegro</TD></TR>
        <TR>
          <TD>OGFC meets CRM - Where the rubber meets the rubber - 15 =
years of=20
            durable success</TD>
          <TD>George B. Way</TD></TR>
        <TR>
          <TD>Effect of crumb rubber modifier (CRM) on rutting and =
fatigue=20
            resistance characteristics of asphalt binders</TD>
          <TD>H. Barry Takallou<BR>Hussain U. Bahia</TD></TR>
        <TR>
          <TD>Development of Arizona's quiet pavement research =
program</TD>
          <TD>Larry Scofield<BR>Paul R. Donovan</TD></TR>
        <TR>
          <TD>Measurement of tire/pavement noise - Sound intensity=20
          methodology</TD>
          <TD>Paul R. Donovan<BR>Bruce C.=20
  Rymer</TD></TR></TBODY></TABLE></DIV></TD></TR></TBODY></TABLE><BR>
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