Effects of compaction temperature on the volumetric properties and compaction energy efforts of polymer-modified asphalt mixtures

Kyoungchul Kim , Myungook Kang

Journal of Wuhan University of Technology Materials Science Edition ›› 2018, Vol. 33 ›› Issue (1) : 146 -154.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2018, Vol. 33 ›› Issue (1) : 146 -154. DOI: 10.1007/s11595-018-1799-7
Article

Effects of compaction temperature on the volumetric properties and compaction energy efforts of polymer-modified asphalt mixtures

Author information +
History +
PDF

Abstract

In order to determine a proper compaction temperature that affects the workability and compactibility of the polymer-modified asphalt (PMA), the effect of compaction temperature was examined on the volumetric properties and the compaction energy indices. Change in compaction temperature shows an important influence on the maximum specific gravity of mixture (G mm) by internal volume change of PMA. The change in G mm mainly affects the effective volume of the aggregate (V Eff). Reduction in V Eff from Zero shear viscosity (ZSV) to superpave temperature allows 0.1%-0.15% of the asphalt binder to occupy highly the external voids of aggregates. The volumetric properties for all compaction specimens meet superpave criteria, but the energy efforts were the lowest at ZSV temperature. Lower energy efforts at the ZSV temperature reflect easier compaction than those at excessively high temperature. Clearly, excessive compaction temperature may not be necessary to improve the compactibility and to reduce the compaction efforts.

Keywords

compaction temperature / polymer-modified asphalt / superpave / energy indices / volumetric properties

Cite this article

Download citation ▾
Kyoungchul Kim, Myungook Kang. Effects of compaction temperature on the volumetric properties and compaction energy efforts of polymer-modified asphalt mixtures. Journal of Wuhan University of Technology Materials Science Edition, 2018, 33(1): 146-154 DOI:10.1007/s11595-018-1799-7

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Khatri A, Bahia H, Hanson D. Mixing and Compaction Temperatures for Modified Binder using the Superpave Gyratory Compactor[J]. Journal of the Association of Asphalt Paving Technologists, 2001, 70: 368-402.

[2]

Azari H, McCuen RH, Stuart KD. Optimum Compaction Temperature for Modified Binders[J]. Journal of Transportation Engineering, 2003, 129(5): 531-537.

[3]

Perez-Jimenez F, Martinez AH, Miro R, et al. Effect of Compaction Temperature and Procedure on the Design of Asphalt Mixtures using Marshall and Gyratory Compactors[J]. Construction and Building Materials, 2014, 65: 264-269.

[4]

Stimilli A, Canestrari F, Teymourpour P, et al. Low Temperature Mechanics of Hot Recycled Mixtures through Asphalt Thermal Cracking Analyzer (ATCA)[J]. Construction and Building Materials, 2015, 84: 54-65.

[5]

Saboo N, Kumar P. Study of Flow Behavior for Predicting Mixing Temperature of Bitumen[J]. Construction and Building Materials, 2015, 87: 38-44.

[6]

Hensley J. Establishing Hot Mix Asphalt Compaction Temperature at the Project Level[J]. The Asphalt Institute, 1998, 12(2): 19-23.

[7]

Yang X, You Z, Dai Q, et al. Mechanical Performance of Asphalt Mixtures Modified by Bio-Oils Derived from Waste Wood Resources[J]. Construction and Building Materials, 2014, 51: 424-431.

[8]

Xiao F, Amirkhanian S, Wang H, et al. Rheological Property Investigations for Polymer and Polyphosphoric Acid Modified Asphalt Binders at High Temperatures[J]. Construction and Building Materials, 2014, 64: 316-323.

[9]

Yusoff N, Breem A, Alattug H, et al. The Effects of Moisture Susceptibility and Ageing Conditions on Nano-Silica/Polymer-Modified Asphalt Mixtures[J]. Construction and Building Materials, 2014, 72: 139-147.

[10]

Singha M, Kumar P, Maurya M R. Effect of Aggregate Types on the Performance of Neat and EVA-Modified Asphalt Mixtures[J]. International Journal of Pavement Engineering, 2014, 15: 163-173.

[11]

Saboo N, Kumar P. Use of Flow Properties for Rheological Modeling of Bitumen[J]. International Journal of Pavement Research and Technology, 2016, 9(1): 63-72.

[12]

Chen JS, Liao MC, Tsai HH. Evaluation and Optimization of the Engineering Properties of Polymer-Modified Asphalt[J]. Practical Failure Analysis, 2002, 2(3): 75-83.

[13]

Jasso M, Bakos D, MacLeod D, et al. Preparation and Properties of Conventional Asphalt Modified by Physical Mixtures of Linear SBS and Montmorillonite Clay[J]. Construction and Building Materials, 2013, 38: 759-765.

[14]

Qiu X, Wong W, Kan Y. Performance Evaluation of Mechanical Properties of Polymer-Modified Binders and Friction Course[C]. Airfield and Highway Pavement 2013: Sustainable and Efficient Pavements, 2013

[15]

Ramirez Cardona D A, Pouget S D, Benedetto H, et al. Viscoelastic Behavior Characterization of a Gap-Graded Asphalt Mixture with SBS Polymer Modified Bitumen[J]. Materials Research, 2015, 18(2): 373-381.

[16]

Chen JS, Liao MC, Shiah MS. Asphalt Modified by Styrene-Butadiene-Styrene Triblock Copolymer: Morphology and Model[J]. Journal of Materials in Civil Engineering, 2002, 14(3): 224-229.

[17]

Geng H, Clopotel CS, Bahia HU. Effects of High Modulus Asphalt Binders on Performance of Typical Asphalt Pavement Structures[J]. Construction and Building Materials, 2013, 44: 207-213.

[18]

Xu O, Xiao F, Han S, et al. High Temperature Rheological Properties of Crumb Rubber Modified Asphalt Binders with Various Modifiers[J]. Construction and Building Materials, 2016, 112: 49-58.

[19]

Mazumder M, Kim H, Lee S. Performance Properties of Polymer Modified Asphalt Binders Containing Wax Additives[J]. International Journal of Pavement Research and Technology, 2016, 9(2): 128-139.

[20]

Tashman L, Masas E, Peterson B, et al. Internal Structure Analysis of Asphalt Mixes to Improve the Simulation of Superpave Gyratory Compaction to Field Conditions[J]. Journal of the Association of Asphalt Paving Technologists, 2001, 70: 605-645.

[21]

Cuadri AA, Carrera V, Izquierdo MA, et al. Bitumen Modifiers for Reduced Temperature Asphalts: A Comparative Analysis between Three Polymeric and Non-Polymeric Additives[J]. Construction and Building Materials, 2014, 51: 82-88.

[22]

Coenen AR, Kutay ME, Sefidmazgi NR, et al. Aggregate Structure Characterization of Asphalt Mixtures using Two-Dimensional Image Analysis[J]. Road Mater. Pavement Design, 2012, 13(3): 433-54.

[23]

Sefidmazgi NR, Tashman L, Bahia H. Internal Structure Characterization of Asphalt Mixtures for Rutting Performance using Imaging Analysis[J]. Road Materials and Pavement Design, 2012, 13(1): 21-37.

[24]

Onifade I, Jelagin D, Guarin A, et al. Asphalt Internal Structure Characterization with X-ray Computed Tomography and Digital Image Processing[M]. 2013 The Netherlands: Springer.

[25]

Sombre R, Newcomb D, Chadbourn B, et al. Parameter to Define the Laboratory Compaction Temperature Range of Hot-Mix Asphalt[J]. Journal of the Association of Asphalt Paving Technologists, 1998, 67: 125-152.

[26]

Cominsky R, Huber G, Kennedy T, et al. The Superpave Mix Design Manual for New Construction and Overlay[R]. 1994

[27]

Pine W J. Superpave Gyratory Compaction and the Ndesign Table[R]. 1997

[28]

Bahia H, Friemel T, Peterson P, et al. Optimization of Constructability and Resistance to Traffic: A New Design Approach for HMA using the Superpave Compactor[J]. Journal of the Association of Asphalt Paving Technologists, 1998, 67: 189-232.

[29]

Guler M, Bahia H, Bosscher P, et al. Device for Measuring Shear Resistance of Hot-Mix Asphalt in Gyratory Compactor[J]. Transportation Research Record: Journal of the Transportation Research Board, 2000, 1723: 116-124.

[30]

Delage K P. The Effect of Fine Aggregate Angularity on Hot Mix Asphalt Performance[M]. 2001 Wisconsin-madison: University of Wisconsin-Madison.

[31]

Leandri P, Rocchio P, Losa M. Identification of the More Suitable Warm Mix Additives for Crumb Rubber Modified Binders. Sustainability, Eco-Efficiency, and Conservation in Transportation Infrastructure Asset Management[M]. 2014 New York: CRC Press.

[32]

Tebaldi G, Dave EV, Marsac P, et al. Synthesis of Standards and Procedures for Specimen Preparation and In-Field Evaluation of Cold-Recycled Asphalt Mixtures[J]. Road Materials and Pavement Design, 2014, 15(2): 272-299.

[33]

Ling C, Moraes R, Swiertz D, et al. Measuring the Influence of Aggregate Coating on the Workability and Moisture Susceptibility of Cold-Mix Asphalt[J]. Transportation Research Record: Journal of the Transportation Research Board, 2013, 2372: 46-52.

[34]

Braham A, Steger R, Pyle R, et al. Characterizing Compactability of High RAP and Warm Mix Asphalt Mixtures in the Superpave Gyratory Compactor[J]. Journal of Testing and Evaluation, 2014, 43(3): 535-543.

[35]

Abu Abdo AM, Bayomy F, Nielsen R, et al. Development and Evaluation of Hot Mix Asphalt Stability Index[J]. International Journal of Pavement Engineering, 2010, 11(6): 529-539.

[36]

Huber G, Peterson R, Scherocman J, et al. Determination of Moisture in Hot-Mix Asphalt and Relationship with Tender Mixture Behavior in the Laboratory[J]. Transportation Research Record: Journal of the Transportation Research Board, 2002, 1813: 95-102.

AI Summary AI Mindmap
PDF

136

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/