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DETERMINATION OF MOISTURE SUSCEPTIBILITY CHARACTERISTICS OF POLYMER MODIFIED HOT-MIXED ASPHALT

Year 2008, Volume: 10 Issue: 3, 59 - 72, 01.09.2008

Abstract

Many highway agencies have been experiencing premature failures that decrease the performance and
service life of pavements. One of the major causes of premature pavement failure is the moisture damage of
the asphalt concrete layer. Many variables affect the amount of water damage in the asphalt concrete layer
such as the type of aggregate, bitumen, mixture design and construction, level of traffic, environment and
the additive properties that are introduced to the bitumen, aggregate or bitumen aggregate mixture. This
study is aimed to determine the effect of additives such as elastomeric (SBS) and plastomeric (EVA)
polymer modified bitumen (PMB) on the stripping potential and moisture susceptibility characteristics of
hot mix asphalt (HMA) containing different types of aggregate (basalt-limestone aggregate mixture and
limestone aggregate). The stripping properties and moisture susceptibility characteristics of the samples
have been evaluated by means of captured images and the Nicholson Stripping Test (ASTM D 1664) as well
as the Modified Lottman Test (AASHTO T 283) respectively. The results indicated that polymer
modification increased the resistance of asphalt mixtures to the detrimental effect of water. Moreover, it
was found out that samples prepared with SBS PMB exhibited more resistance to water damage compared
to samples prepared with EVA PMB

References

  • Becker Y., Mendez M. P., Rodriguez Y. (1999): “Polymer Modified Asphalt”, Wisconsin Technology; 9(1), pp. 39–50.
  • British Petrol, (1997): “BP Polymer Modified Bitumen-PMB Facts”, Report on PMB.
  • Epps J. E., Berger J. N. (2003): “Anagnos, Moisture Sensitivity of Asphalt Pavements”, A National Seminar, California.
  • Fromm H. J. (1974): “Mechanism of Asphalt Stripping from Aggregate Surfaces”, AAPT, Vol. 43 , pp. 191-223.
  • Huang B., Li G., Mohammed N. L. (2003): “Analytical Modeling and Experimental Study of Tensile Strength of Asphalt Concrete Composite at Low Temperatures”, Composites: Part B, Vol. 34, pp. 705-714.
  • Hunter E. R. (2001): “Evaluating Moisture Susceptibility of Asphalt Mixes”, MPC Report, University of Wyoming, WY.
  • Isacsson U., Lu X. (1995): “Testing and Appraisal of Polymer Modified Road Bitumens: State of the Art”, Material Structure, Vol. 28, pp. 139–59.
  • Kandal P. S., Lubold C. W., Roberts F. L. (1989): “Water Damage to Asphalt Overlays: Case Histories”, AAPT, Vol. 58, pp. 40-76.
  • Kiggundu B. M., Roberts F. L. (1997): “The Success/Failure of Methods Used to Predict the Stripping Potential in the Performance of Bituminous Pavement Mixtures”, Submitted to TRB, 1988.
  • Kim Y. R., Lee H. J., Little D. N. (1997): “Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Mechanics”, Journal of AAPT, Vol. 66, pp. 520-549.
  • Kumar P., Chandra S., Bose S. (2006): “Strength Characteristics of Polymer Modified Mixes”, The International Journal of Pavement Engineering, Vol. 7, No. 1, pp. 63–71.
  • Lu X., Isacsson U. (1997): “Rheological Characterization of Styrene-Butadiene-Styrene Copolymer Modified Bitumens”, Journal of Construction and Building Materials, Vol. 11, No.1.
  • Mahabir P., Mazumdar M. (1999): “Engineering Properties of EVA Modified Bitumen Binder for Paving Mixes”, Journal of Materials in Civil Engineering, Vol. 11, pp. 131-135.
  • Majidzahed K., Brovold F. N. (1968): “Effect of Water on Bitumen-Aggregate Mixtures”, Highway Research Board Special Report 98.
  • Martin A. E., Rand D., Weitzel D., Tedford D., Sebaaly P., Lane L., Bressette T., Maupin G. W. (2003): “Moisture Sensitivity of Asphalt Pavements”, A National Seminar.
  • Polymers as Additives, Booklet by the Resinex Company (2004).
  • Preparing Blends of Kraton D Polymers and Bitumen (1995): Shell Technical Bulletin.
  • Stuart K. D., Youtcheff J. S., Mogawer W. S. (2001): “Understanding the Performance of Modified Asphalt Binders in Mixtures: Evaluation of Moisture Sensitivity”, FHWA-RD- 02-029, Federal Highway Administration Turner-Fairbank Highway Research Center.
  • Stuart K. D. (1990): “Moisture Damage in Asphalt Mixtures: a State of Art Report, Research Development and Technology”, Turner-Fairbank Highway Research Center.
  • Tayfur S., Ozen H., Aksoy A. (2007): “Investigation of Rutting Performance of Asphalt Mixtures Containing Polymer Modifiers”, Journal of Construction and Building Materials, Vol. 21, No. 2, pp. 328-337.
  • Taylor M. A., Khosla N. P. (1983): “Stripping of Asphalt Pavements: State of the Art”, Transportation Research Record 911, TRB, National Research Council, Washington D.C., pp. 150–158.
  • Terrel R. L., Al-Swailmi S. (1994): “Water Sensitivity of Asphalt–Aggregate Mixes: Test Selection”, SHRP Report A-403, Strategic Highway Research Program, National Research Council.

POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ

Year 2008, Volume: 10 Issue: 3, 59 - 72, 01.09.2008

Abstract

Yol kaplamalarının servis ömrünü ve performansını düşüren erken bozulmalar üzerine birçok çalışma
yapılmıştır. Kaplamaların öngörülen süreden daha erken bozulmalarının en büyük sebeplerinden biri de
bitümlü kaplamalardaki suya bağlı bozulmalardır. Agrega cinsi, bitümlü bağlayıcı, karışım tasarımı ve
yapımı, trafik düzeyi, çevre, bitüme ve/veya agregaya eklenen katkıların özellikleri gibi birçok etken
bitümlü kaplamalardaki suya bağlı bozulmaların miktarını etkiler. Bu çalışmanın amacı, elastomerik (SBS)
ve plastomerik (EVA) polimer modifiye bitümlerle (PMB) hazırlanan ve farklı agrega türleri (bazalt-kalker
agrega karışımı ve yalnız kalker agregası) içeren sıcak karışım asfaltların soyulma potansiyeli ve neme
karşı duyarlılık özelliklerinin saptanmasıdır. Hazırlanan örneklerin bu özellikleri, Nicholson Soyulma
Deneyi (ASTM D 1664) ve Modified Lottman Test (AASHTO T 283) deneylerinden elde edilen bulgular
ile Leica S 8 AP0 Stereo Mikroskobu kullanılarak elde edilen mikroskobik görüntüler yardımıyla
değerlendirilmiştir. Deneysel sonuçlar, elastomerik ve plastomerik polimer modifikasyonların suyun asfalt
karışımlar üzerindeki etkisini azalttıkları ve kaplamanın neme karşı direncini arttırdıkları göstermiştir.
Ayrıca yapılan çalışmalardan elde edilen verilere göre, SBS PMB ile hazırlanan karışımların EVA PMB ile
hazırlanan örneklere göre suya karşı bozulmalar üzerine etkisinin daha fazla olduğu saptanmıştır

References

  • Becker Y., Mendez M. P., Rodriguez Y. (1999): “Polymer Modified Asphalt”, Wisconsin Technology; 9(1), pp. 39–50.
  • British Petrol, (1997): “BP Polymer Modified Bitumen-PMB Facts”, Report on PMB.
  • Epps J. E., Berger J. N. (2003): “Anagnos, Moisture Sensitivity of Asphalt Pavements”, A National Seminar, California.
  • Fromm H. J. (1974): “Mechanism of Asphalt Stripping from Aggregate Surfaces”, AAPT, Vol. 43 , pp. 191-223.
  • Huang B., Li G., Mohammed N. L. (2003): “Analytical Modeling and Experimental Study of Tensile Strength of Asphalt Concrete Composite at Low Temperatures”, Composites: Part B, Vol. 34, pp. 705-714.
  • Hunter E. R. (2001): “Evaluating Moisture Susceptibility of Asphalt Mixes”, MPC Report, University of Wyoming, WY.
  • Isacsson U., Lu X. (1995): “Testing and Appraisal of Polymer Modified Road Bitumens: State of the Art”, Material Structure, Vol. 28, pp. 139–59.
  • Kandal P. S., Lubold C. W., Roberts F. L. (1989): “Water Damage to Asphalt Overlays: Case Histories”, AAPT, Vol. 58, pp. 40-76.
  • Kiggundu B. M., Roberts F. L. (1997): “The Success/Failure of Methods Used to Predict the Stripping Potential in the Performance of Bituminous Pavement Mixtures”, Submitted to TRB, 1988.
  • Kim Y. R., Lee H. J., Little D. N. (1997): “Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Mechanics”, Journal of AAPT, Vol. 66, pp. 520-549.
  • Kumar P., Chandra S., Bose S. (2006): “Strength Characteristics of Polymer Modified Mixes”, The International Journal of Pavement Engineering, Vol. 7, No. 1, pp. 63–71.
  • Lu X., Isacsson U. (1997): “Rheological Characterization of Styrene-Butadiene-Styrene Copolymer Modified Bitumens”, Journal of Construction and Building Materials, Vol. 11, No.1.
  • Mahabir P., Mazumdar M. (1999): “Engineering Properties of EVA Modified Bitumen Binder for Paving Mixes”, Journal of Materials in Civil Engineering, Vol. 11, pp. 131-135.
  • Majidzahed K., Brovold F. N. (1968): “Effect of Water on Bitumen-Aggregate Mixtures”, Highway Research Board Special Report 98.
  • Martin A. E., Rand D., Weitzel D., Tedford D., Sebaaly P., Lane L., Bressette T., Maupin G. W. (2003): “Moisture Sensitivity of Asphalt Pavements”, A National Seminar.
  • Polymers as Additives, Booklet by the Resinex Company (2004).
  • Preparing Blends of Kraton D Polymers and Bitumen (1995): Shell Technical Bulletin.
  • Stuart K. D., Youtcheff J. S., Mogawer W. S. (2001): “Understanding the Performance of Modified Asphalt Binders in Mixtures: Evaluation of Moisture Sensitivity”, FHWA-RD- 02-029, Federal Highway Administration Turner-Fairbank Highway Research Center.
  • Stuart K. D. (1990): “Moisture Damage in Asphalt Mixtures: a State of Art Report, Research Development and Technology”, Turner-Fairbank Highway Research Center.
  • Tayfur S., Ozen H., Aksoy A. (2007): “Investigation of Rutting Performance of Asphalt Mixtures Containing Polymer Modifiers”, Journal of Construction and Building Materials, Vol. 21, No. 2, pp. 328-337.
  • Taylor M. A., Khosla N. P. (1983): “Stripping of Asphalt Pavements: State of the Art”, Transportation Research Record 911, TRB, National Research Council, Washington D.C., pp. 150–158.
  • Terrel R. L., Al-Swailmi S. (1994): “Water Sensitivity of Asphalt–Aggregate Mixes: Test Selection”, SHRP Report A-403, Strategic Highway Research Program, National Research Council.
There are 22 citations in total.

Details

Other ID JA52NB74MC
Journal Section Research Article
Authors

İsmail Çağrı Görkem

Burak Şengöz This is me

Publication Date September 1, 2008
Published in Issue Year 2008 Volume: 10 Issue: 3

Cite

APA Görkem, İ. Ç., & Şengöz, B. (2008). POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, 10(3), 59-72.
AMA Görkem İÇ, Şengöz B. POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ. DEUFMD. September 2008;10(3):59-72.
Chicago Görkem, İsmail Çağrı, and Burak Şengöz. “POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi 10, no. 3 (September 2008): 59-72.
EndNote Görkem İÇ, Şengöz B (September 1, 2008) POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 10 3 59–72.
IEEE İ. Ç. Görkem and B. Şengöz, “POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ”, DEUFMD, vol. 10, no. 3, pp. 59–72, 2008.
ISNAD Görkem, İsmail Çağrı - Şengöz, Burak. “POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 10/3 (September 2008), 59-72.
JAMA Görkem İÇ, Şengöz B. POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ. DEUFMD. 2008;10:59–72.
MLA Görkem, İsmail Çağrı and Burak Şengöz. “POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, vol. 10, no. 3, 2008, pp. 59-72.
Vancouver Görkem İÇ, Şengöz B. POLİMER MODİFİYE BİTÜMLERLE ELDE EDİLEN SICAK KARIŞIMLARIN SUYA KARŞI DUYARLILIKLARININ İNCELENMESİ. DEUFMD. 2008;10(3):59-72.

Dokuz Eylül Üniversitesi, Mühendislik Fakültesi Dekanlığı Tınaztepe Yerleşkesi, Adatepe Mah. Doğuş Cad. No: 207-I / 35390 Buca-İZMİR.