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Evaluation of plant-produced porous warm-mix asphalt mixture using LEADCAP additive

KIM Yongjoo CHO Dongwoo YANG Sunglin KIM Yeongmin KWON Sooahn HWANG Sungdo

KIM Yongjoo, CHO Dongwoo, YANG Sunglin, KIM Yeongmin, KWON Sooahn, HWANG Sungdo. Evaluation of plant-produced porous warm-mix asphalt mixture using LEADCAP additive[J]. Journal of Traffic and Transportation Engineering, 2013, 13(3): 9-14. doi: 10.19818/j.cnki.1671-1637.2013.03.002
Citation: KIM Yongjoo, CHO Dongwoo, YANG Sunglin, KIM Yeongmin, KWON Sooahn, HWANG Sungdo. Evaluation of plant-produced porous warm-mix asphalt mixture using LEADCAP additive[J]. Journal of Traffic and Transportation Engineering, 2013, 13(3): 9-14. doi: 10.19818/j.cnki.1671-1637.2013.03.002

doi: 10.19818/j.cnki.1671-1637.2013.03.002
详细信息
  • 中图分类号: U414.75

Evaluation of plant-produced porous warm-mix asphalt mixture using LEADCAP additive

Funds: Strategic Rescarch Project(Development of Low-Carbon and Low-Cost Asphalt Pavements) Funded by Korca Institute ofConstruction Tcchnology
More Information
    Author Bio:

    KIM Yongjoo, Male, Senior Researcher of Korea Institutce of Construction Technology, PhD, yongjook@kict.re.kr

  • Figure  1.  Porous WMA-LEADCAP test sections

    Figure  2.  Productions of standard porous HMA mixture and porous WMA-LEADCAP mixture

    Figure  3.  Test results of porous HMA mixture and porous WMA-LEADCAP mixture

    Figure  4.  Visual observations of aggregate particles

    Table  1.   Test results of asphalt binders with/without additive

    Parameter Porous asphalt Porous asphalt with LEADCAP additive Target
    Penetration/0.1 mm 53 48 ≥40
    Softening point/℃ 93.0 91.5 ≥80
    Viscosity(160 ℃)/(mPa·s) 939 872
    Ductility(15 ℃)/cm 74 56 ≥50
    Toughness/(N·m) 20.0 20.1 ≥20
    Tenacity/(N·m) 11.6 11.4
    下载: 导出CSV

    Table  2.   Mix design results

    Design parameter Porous HMA mixture Porous WMA-LEADCAP mixture Target
    Marshall stability/kN 6.00 5.11 ≥3.5
    Marshall flow value/0.1 mm 31 43
    Cantabro loss at 20 ℃ (Standard)/% 8.1 10.1 ≤20
    Cantabro loss at 20 ℃ (Water immersion)/% 8.3 13.3 ≤20
    Dynamic stability(Cycle)/mm 5 730 4 850 ≥3 000
    下载: 导出CSV

    Table  3.   Temperature informations

    Temperature/℃ Porous HMA mixture Porous WMA-LEADCAP mixture Reduction
    Production 184 154 -30
    Lay-down 174 147 -27
    Initial compaction 148 118 -30
    Ending compaction 103 100 -3
    下载: 导出CSV

    Table  4.   Permeability and smoothness

    Surface quality Porous HMA mixture Porous WMA-LEADCAP mixture Target
    Permeability ratio/[mL·(15 s)-1] 1 192 1 230 ≥1 000
    Smoothness/mm 1.40 2.19 ≤2.4
    下载: 导出CSV
  • [1] YOKOYAMA N, NAKAJIMA H, MURAKAMI H. The field study of the conformed porous HMA at heavy snow region[C]//ISAP. Proceedings of the 11th International Conference on Asphalt Pavements. Nagoya: ISAP, 2010: 254-263.
    [2] DANGELO J, HARM E, BARTOSZEK J, et al. Warm-mix asphalt: European practice[R]. Alexandria: FHWA, 2008.
    [3] KIM Y, HWANG S, KWON S, et al. Laboratory and field experiences of low energy and low carbon-dioxide asphalt pavement in Korea[C]//ASCE. GeoHunan International Conference. Changsha: ASCE, 2011: 131-138.
    [4] KIM Y, YANG S, CHO D, et al. Evaluation of moisture susceptibility and stripping resistance for warm-mix asphalt mixtures containing adhesion promoter[C]//Chulalongkorn University. 7th International Conference on Road & amp; amp; Airfield Pavement Technology. Bangkok: Chulalongkorn University, 2011: 1-6.
    [5] LEE J, KIM Y, CHO D, et al. Evaluation of moisture susceptibility of warm-mix asphalt with MMLS[C]//World Road Association. XXIV World Road Congress. Mexico City: World Road Association, 2011: 1-6.
    [6] KIM Y, LEE J, CHO D, et al. Building sustainable pavements with wax-based compound using a warm-mix asphalt technology in Korea[C]//EASTS. Eastern Asia Society for Transportation Studies(EASTS)Conference. Jeju: EASTS, 2011: 1-11.
    [7] OLIVEIRA J, SILVA H, FONSECA P, et al. Laboratory and field study of a WMA mixture produced with a new temperature reduction additive[C]//FHWA. 2nd International Conference on Warm Mix Asphalt. Saint Louis: FHWA, 2011: 6-12.
    [8] ASTM D4123-82, standard test method for indirect tension test for resilient modulus of bituminous mixtures[S].
    [9] BS EN 12697-11: 2003, bituminous mixtures—test methods for hot mix asphalt—part 11 determination of the affinity between aggregate and bitumen[S].
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出版历程
  • 收稿日期:  2013-01-12
  • 刊出日期:  2013-06-25

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