SUPERPAVE VOLUMETRIC MIX DESIGN OF HOT MIX ASPHALT: CASE STUDY OF ISPARTA

Yıl 2018, Cilt: 6 Sayı: 1, 108 - 117, 29.03.2018

Şebnem Karahançer Ekinhan Erişkin Buket Çapalı Mehmet Saltan Serdal Terzi

https://doi.org/10.21923/jesd.306098

Cited By: 2

Öz

The pavement design system that a generic method of designing mixtures
custom to the unique performance requirements enforced by the heavy traffic
volumes, maximum and minimum temperatures and structural part at specific
pavement section is the SUperior PERforming Asphalt PAVEment (Superpave) Mix
design. Accomplishing the needed grade of pavement performance Superpave Mix
Design enables selecting and assembling asphalt binder, aggregate. Superpave
system is practicable to raw and reclaimed, hot mix asphalt (HMA). Also,
Superpave performance tests are practicable for defining a diversity of
specialized mixtures. Superpave Mix Design thoroughly addresses the degradation
and permanent deformation and low-temperature cracking discipline owing to
material choice and mixture designing. Furthermore, it takes into consideration
moisture sensitivity impacts for supporting or striking these distresses to
improve. The objective of State of the Art is to present an overview of
Superpave volumetric mix design procedure with a case study of Isparta region
in accordance with literature.

Anahtar Kelimeler

Pavement design, Moisture related properties, Desing methods and aids, Freze thaw, Testing & evaluation

BİTÜMLÜ SICAK KARIŞIMIN SUPERPAVE HACİMSEL KARIŞIM TASARIMI: ISPARTA ÖRNEĞİ

Öz

Üstün performanslı asfalt kaplama (Superpave), ağır
trafik hacmi, bölgesel maksimum ve minimum hava sıcaklıkları ve inşa edilecek
yolun yapısal özelliklerince gereksinim duyulan performansı sağlamaya yönelik
olarak hazırlanmış bir üstyapı tasarım sistemidir. Kaplamanın performans
sınıfının belirlenmesi ile uygun bitümün ve agrega gradasyonunun seçilmesine
olanak sağlar. Superpave yöntemi ham bitümlü sıcak karışıma uygulanabildiği
gibi aynı zamanda geri dönüştürülmüş bitümlü sıcak karışımlarında da
uygulanabilir. Superpave performans testleri farklı karışımlarda da
uygulanabilir. Superpave karışım tasarımı direk olarak bozulmaları, kalıcı
deformasyonları, malzeme seçimi neticesinde düşük sıcaklıklarda oluşacak termal
çatlakları gösterir. Bunlara ek olarak nem hassasiyetini de dikkate alarak
gerekli tedbirlerin alınmasına yönelik yön gösterir. Bu incelemenin amacı,
Superpave Hacimsel Karışım Tasarımı yönteminin incelenmesi ve Isparta örneği
üzerinde değerlendirilmesidir.

Anahtar Kelimeler

Kaplama tasarımı, Neme bağlı özellikler, Tasarım yöntemi, Donma çözünme, Test etme & geliştirme

Kaynakça

• AASHTO T283. (2011) Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. American Association of State and Highway Transportation Officials.
• Ahmedzade, P., Yılmaz, M., Geçkil, T. (2008) Appropriate Binder Selection to Application Region According to Superpave System: Bingol Example. Journal of Engineering and Natural Science, 25(4), pp.338-48.
• AI-Khateeb, G., Paugh, C., Stuart, K., Harman, T., D'Angelo, J. (2002) Target and tolerance study for angle of gyration used in superpave gyratory compactor. In Transportation Research Record: Journal of the Transportation Research Board. Washington D.C, 2002.
• Al-Khateeb, G.G., Khedaywi, T.S., Obaidat, T.I.A.S., Najib, A.M. (2012) Laboratory study for comparing rutting performance of limestone and Basalt superpave asphalt mixtures. Journal of Materials in Civil Engineering, (25(1)), pp.21-29.
• American Association of State Highway and Transportation Officials (AASHTO). (2002) Standard specification for superpave volumetric. Washington, D.C.: AASHTO Provisional.
• American Association of State Highway and Transportation Officials (AASHTO). (2000) Hot-Mix Asphalt Paving. In Handbook. pp. 2090-6716.
• Anonymous (2001) American Association of State Highway and Transportation Officials. AASHTO: Standard Specifications for Transportation Materials and Methods of Sampling and Testing.
• ASTM D5/D5M-13. (2013) Standard Test Method for Penetration of Bituminous Materials. West Conshohocken, PA: ASTM International.
• Bahia, H.U., Friemel, T., Peterson, P., Russell, J. (1998) Optimization of constructability and resistance to traffic: A new design approach for HMA using the Superpave compactor. J. Assoc. Asphalt Paving Technology, (67), p.189–232.
• Brown, R., Kandhal, P., Zhang, J. (2001) Performance testing for hot mix asphalt. Auburn Univ., Alabama: National Center for Asphalt Technology.
• Buchanan, M., Moore, V., Mallick, R., O’Brien, S., Regimand, A. (2004) Accelerated Moisture Susceptibility Testing of Hot Mix Asphalt (HMA) Mixes. In 83rd Transportation Research Board Annual Meeting. Washington, D.C., 2004.
• Buchanan, M.S., Brumfield, J., Sheffield, R. (2004) Investigation of the gyration angle of superpave gyratory compactors. Journal of materials in civil engineering, 16.5, pp.444-51.
• Choubane, B., Page, G.C., Musselman, J.A. (2000) Effects of Different Water Saturation Levels on the Resistance of Compacted HMA Samples to Moisture Induced Damage. Journal of the Transportation Research Board 1723, (Pp 97-106).
• Christensen, D., Bonaquist, R. (2005) VMA: One Key to Mixture Performance. Submitted to the South Central Superpave Center, National Superpave Newsletter.
• Cominsky, R. J., Killingsworth, B. M., Anderson, R. M., Anderson, D. A., Crockford, W. W. (1998) Quality control and acceptance of superpave-designed hot mix asphalt. NCHRP Report No. 409 Transportation Research Board, National Research Council, Washington, DC.
• Cominsky, R.J., Huber, G.A., Kennedy, T.W., Anderson, M. (1994) The Superpave mix design manual for new construction and overlays. Strategic Highway Research Program, No. SHRP-A-407.
• Cooley, L. A., Ahlrich, R. C., James, R. S., Prowell, B. D., Brown, E. R. (2007) Implementation of Superpave mix design for airfield pavements. In In Proceedings of the 2007 FAA worldwide airport technology transfer conference. Atlantic City, NJ, 2007.
• D'Angelo, J.A., 2001. Superpave Mix Design Tests Methods and Requirements. Innovations in Urban Infrastructure, 9-12 September. pp.103-15.
• Dessouky, S., Masad, E., Bayomy, F. (2004) Prediction of hot mix asphalt stability using the superpave gyratory compactor. J. Mater. Civ. Eng., 16:6(10.1061/(ASCE)0899-1561), p.578–587.
• DeVol, J. R., Krause, J. K., McLaughlin, S. P., Willoughby, K., McLean, I. (2007) Superpave gyratory compactor internal angle of gyration study. No. WA-RD 677.1.
• Epps, J., Sebaaly, P., Penaranda, J., Maher, M., McCann, M., Hand, A. (2000) Compatibility of a Test for Moisture-Induced Damage with Superpave Volumetric Mix Design. Washington, D.C.: NCHRP Report 444.
• Faheem, A.F., Bahia, H.U. (2005) Estimating the result of proposed simple performance test of HMA from the superpave gyratory compactor result. In Transportation Research Record 1929, Washington, DC., 2005.
• FHWA. (1999) Superpave Asphalt Mixture Design Workshop Workbook. Washington, D.C., U.S. Department of Transportation Federal Highway Administration.
• FHWA. (2001) Superpave Mixture Design Guide. Washington, DC: Federal Highway Administration.
• Fourbia, F. & Awbi, H.B. (2004) Building cluster and shading in urban canyon for hot dry climate. Part 1: air and surface temperature. Renew Energy, 22(2), p.249–62.
• Garber, N., Lester, H. (2014) Traffic and highway engineering. Cengage Learning.
• General Directorate of Highways (GDH). (2013) Highway Technical Specifications. Ankara: Turkey General Directorate of Highways.
• General Directorate of Meteorology (GDM). (2016) Statistical Information of Isparta. [Available online: http://www.mgm.gov.tr/veridegerlendirme/il-ve-ilceler-istatistik.aspx?m=ISPARTA Last Access: 04.04.2016]
• Gogula, A., Hossain, M., Boyer, J., Romanoschi, S. (2003) Effect of PG binder grade and source on performance of superpave mixtures under Hamburg Wheel Tester. In In Proceedings of the 2003 Mid-Continent Transportation Research Symposium. Ames, Iowa, 2003.
• Gordon, D.A., Young-Kyu, C. (2002) State of the Art Report on Moisture Sensitivity Test. Road Materials and Pavement Design, (3.4), pp.355-72.
• Gui-ping, H., Wing-gun, W. (2007) Laboratory study on permanent deformation of foamed asphalt mix incorporating reclaimed asphalt pavement materials. Construction and Building Materials, 21.8, pp.1809-19.
• Hamzah, M.O., Aman, M.Y., Shahadan, Z. (2011) Resistance to Disintegration of Warm Porous Asphalt Incorporating Sasobit. Australian Journal of Basic and Applied Sciences, 5.9, pp.113- 21.
• Hassan, F.H., Al-Nuaimi, A., Al-Orami, S., Jafar, T. M. A. (2008) Development of asphalt binder performance grades for Omani climate. Construction and Building Material, 22(8), p.1684–90.
• Hicks, R. (1991) Moisture Damage in Asphalt Concrete. In NCHRP Synthesis of Highway Practice. Washington, D.C., 1991.
• Hicks, R., Leahy, R., Cook, M., Moulthrop, J., Button, J. (2004) Road Map for Mitigating National Moisture Sensitivity Concerns in Hot Mix Pavement. In 83rd Transportation Research Board Annual Meeting. Washington, D.C., 2004.
• Hossain, M., Chen, J.Z. (2002) Optimization of Superpave Mixture Volumetric Properties. International Journal of Pavement Engineering, (3(2)), pp.63-69.
• Kennedy, T. W., Huber, G. A., Harrigan, E. T., Cominsky, R. J., Hughes, C. S., Quintus, H. V., Moultrop, J. S. (1994) Superior Performing Asphalt Pavements (Superpave): The Product of the SHRP Asphalt Research Program. Washington, DC: SHRP-A-410, Strategic Highway Research Program, National Research Council.
• Khan, K. M., Sultan, T., Farooq, Q. U., Khan, K., Ali, F. (2013) Development of Superpave Performance Grading Map for Pakistan. Life Science Journal, (10(7s)).
• Khosla, N., Birdsall, B., Kawaguchi, S. (2000) Evaluation of Moisture Susceptibility of Asphalt Mixtures Using Conventional and New Methods. Transportation Research Record 1728, p.Pp. 43 – 51.
• Lottman, R.P. (1979) Predicting moisture-induced damage to asphaltic concrete. Transportation Research Board, Washington, D.C(NCHRP 192).
• Lottman, R.P. (1982) NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete—Field Evaluation. In Transportation Research Board, National Research Council. Washington, D.C, 1982.
• Lu, X.H., Isacsson, U. (2002) Effect of ageing on bitumen chemistry and rheology. Construction and Building Materials (16), p.15–22.
• McGennis, R., Michale, R., Perdomo, D., Turner, P. (1996) Issues Pertaining to Use of Superpave Gyratory Compactor. Transportation Research Record 1543, pp.Pp. 139-144.
• Ouyang, C.F., Wang, S.F., Zhang, Y., Zhang, Y.X. (2006) Improving the aging resistance of styreneebutadieneestyrene tri-block copolymer modified asphalt by addition of antioxidants. Polym. Degrad. Stab., 91 (4), p.795–804.
• Pan, C., White, T.D. (1999) Conditions for Stripping using Accelerated Testing. Purdue University, West Lafayette, Indiana: FHWA Final Report IN/JTRP-97/13.
• Patrick, L. (2003) Asphalt pavements: a practical guide to design, production and maintenance for engineers and architects. CRC Press.
• Robert, F., Mohamed, M., Wang, L. (2002) History of hot mix asphalt mixture design in the USA. J. Mater Civil Eng, 14(4), p.279–93.
• Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D., Kennedy, T. (1996) Hot mix asphalt materials, mixture design, and construction. Lanham, MD: National Asphalt Pavement Association Research and Education Foundation.
• Sarsam, S., Alwan, A. (2014) Impact of Moisture Damage on Rutting Resistance, Shear and Tensile Properties of Asphalt Pavement. International Journal of Scientific Research in Knowledge, (2(10)), pp.453-62.
• Scherocman, J.A., Mesch, K.A., Proctor, J.J. (1986) The effect of multiple freeze-thaw cycle conditioning on the moisture damage in asphalt concrete mixtures. Proceedings of the Association of Asphalt Paving Technologists, Vol. 55, pp.213-36.
• Tam, W.O. (2005) FWA. The handbook of highway engineering. Texas. U.S.: CRC Press.
• Vavrik, W.R., Carpenter, S.H. (1998) Calculating Voids at a Specified Number of Gyrations in the SUPERPAVE Gyratory Compactor. In Transportation Research Record 1630, TRB, National Research Council. Washington, D.C., 1998.
• Zhanga, H., Yua, J., Wangb, H., Xueb, L. (2011) Investigation of microstructures and ultraviolet aging properties of organo-montmorillonite/SBS modified bitumen. Materials Chemistry and Physics, Volume 129(Issue 3), p.769–77.