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Utilization of Jaddih Limestone from Bangkalan as a Filler as an Effort to Improve the Performance of Asphalt Concrete Mixtures and Deformation Resistance


Authors : Ibnu Sholichin; Masliyah

Volume/Issue : Volume 11 - 2026, Issue 5 - May


Google Scholar : https://tinyurl.com/8mft3kzv

Scribd : https://tinyurl.com/mr4s3pr8

DOI : https://doi.org/10.38124/ijisrt/26May1136

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Abstract : Road damage generally occurs due to weather factors, vehicle loads, and poor pavement mix quality. The quality of the pavement mix can be improved by adding filler to the asphalt concrete mixture. Optimal filler content can improve Marshall characteristics and increase deformation resistance. To improve the quality of the asphalt concrete mix, limestone filler is added. The limestone used in this study was Jaddih limestone from Bangkalan Regency. Limestone contains calcium carbonate (CaCO3). CaCO3 is the most stable crystalline phase and is widely used in industry. The CaCO3 content of limestone is expected to act as a catalyst to improve the quality of the asphalt concrete mix.

Keywords : Asphalt, Filler, Jaddih Limestone, Deformation Resistance.

References :

  1. C. O. F. Rigid and F. Pavements, “JOURNAL OF GREEN SCIENCE AND TECHNOLOGY A LITERATURE STUDY : BEHAVIORAL OBSERVATION OF THE,” vol. 9, no. 1, pp. 41–54.
  2. A. Mulyawan, S. M. Saleh, and R. Anggraini, “Simulation of road treatment costs based on life-cycle cost analysis,” IOP Conf. Ser. Mater. Sci. Eng., vol. 933, no. 1, 2020, doi: 10.1088/1757-899X/933/1/012024.
  3. L. Siahaya, B. S. Subagio, and A. J. Susilo, “Development of Flexible Pavement Structure Using the Local Materials of Sarmi, Papua, Indonesia - Based on Indonesian National Specification,” Int. J. GEOMATE, vol. 24, no. 103, pp. 34–41, 2023, doi: 10.21660/2023.103.3479.
  4. D. Rusida, W. Oetomo, and R. Marleno, “Cost and Time Comparison Research Between Rigid Pavement and Flexible Pavement on the Temuireng-Jetis Road Section, Mojokerto District,” Asian J. Eng. Soc. Heal., vol. 4, no. 3, pp. 499–511, 2025, doi: 10.46799/ajesh.v4i3.567.
  5. T. P. Hariyanto, W. Oetomo, and R. Marleno, “Comparative Analysis of Cost and Time Between Flexible and Rigid Pavement on the Siwalanpanji Kemiri,” Asian J. Soc. Humanit., vol. 3, no. 10, pp. 1837–1845, 2025, doi: 10.59888/ajosh.v3i10.584.
  6. Y. Oktopianto, A. Antonius, and A. Rochim, “An Artificial Neural Network Approach for Predicting Pavement Distress: A Case Study Toward Sustainable Road Maintenance,” Adv. Sustain. Sci. Eng. Technol., vol. 7, no. 3, pp. 1–12, 2025, [Online]. Available: https://doi.org/10.26877/asset.v7i3.2133
  7. M. Ummah, “Critical Aspects of Quality Management in Flexible Pavement Construction,” Sustain., vol. 11, no. 1, pp. 1–14, 2019, doi: 10.5281/zenodo.14542660.
  8. S. Al Maghawri, O. R. Ibrahim, Y. Gamil, and R. Al Sheikh, “Comparing between the Flexible Pavement Design Methods Based on Durability and Cost-Effectiveness,” Civ. Eng. Archit., vol. 11, no. 6, pp. 3775–3788, 2023, doi: 10.13189/cea.2023.110639.
  9. R. S. N. Alaamri, R. A. Kattiparuthi, and A. M. Koya, “Evaluation of Flexible Pavement Failures-A Case Study on Izki Road,” Int. J. Adv. Eng. Manag. Sci., vol. 3, no. 7, pp. 741–749, 2017, doi: 10.24001/ijaems.3.7.6.
  10. H. S. E. M. S. K. S. U. A. Hayat, “Analysis of Flexible Pavement Distresses,” vol. 12, no. 4, pp. 145–155, 2023.
  11. Y. M. Jebur et al., “Effect of Filler Type and Content on The Mechanical Properties of Asphalt Mixtures,” AIP Conf. Proc., vol. 3009, no. 1, 2024, doi: 10.1063/5.0190471.
  12. T. Al-Mansoori, A. Dulaimi, H. K. Shanbara, and S. S. Musa, “Marshall Parameters of Hot Mix Asphalt with Variable Filler Types and Aggregate Gradations,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1090, no. 1, p. 012038, 2021, doi: 10.1088/1757-899x/1090/1/012038.
  13. Z. Jwaida, Q. A. Al Quraishy, R. R. A. Almuhanna, A. Dulaimi, L. F. A. Bernardo, and J. M. de A. Andrade, “The Use of Waste Fillers in Asphalt Mixtures: A Comprehensive Review,” CivilEng, vol. 5, no. 4, pp. 801–826, 2024, doi: 10.3390/civileng5040042.
  14. S. A. Taqieddin and H. M. Humidi, “Physical and Engineering Properties of Some Selected Jordanian Basalt,” Int. J. Innov. Educ. Res., vol. 5, no. 5, pp. 16–45, 2017, doi: 10.31686/ijier.vol5.iss5.649.
  15. S. Shu, C. Zhuang, S. Zhao, Y. Hao, H. Guo, and Y. Ye, “Study of Anti-Stripping Measures to Improve the Adhesion of Asphalt to Granite Aggregates,” Coatings, vol. 12, no. 12, 2022, doi: 10.3390/coatings12121954.
  16. Y. Ye, Y. Hao, C. Zhuang, S. Shu, and F. Lv, “Evaluation on Improvement Effect of Different Anti-Stripping Agents on Pavement Performance of Granite–Asphalt Mixture,” Materials (Basel)., vol. 15, no. 3, pp. 1–21, 2022, doi: 10.3390/ma15030915.
  17. Y. C. S. Poernomo, S. Winarto, Z. B. Mahardana, D. A. Karisma, and R. Ajiono, “The Limestone as a Materials Combination of Base Course on the Road Pavement,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1125, no. 1, p. 012019, 2021, doi: 10.1088/1757-899x/1125/1/012019.
  18. E. A. Awad and K. A. Al-Haddad, “Validity of Limestone Aggregates for Using in Asphalt Concrete Mixtures for Surface Layer of Roads,” Iraqi Geol. J., vol. 56, no. 1, pp. 29–41, 2023, doi: 10.46717/igj.56.1A.4ms-2023-1-16.
  19. N. Serge Pactworld, A. Panigrahi, N. Serge Research scholar, S. Logeshkumar, A. M. Panigrahi Phil Resarch scholar, and G. Senthil Kumar Associate Professor, “International journal of basic and applied research A comprehensive study of crystalline limestone:A case study from Khondalite supergroup rocks belonging to Usilampatti Block, Tamil Nadu, S. India,” Number 12 UGC Approv. J., vol. 8, no. December, 2018, [Online]. Available: www.pragatipublication.com
  20. M. F. Qodri and R. A. Sopamena, “Mineralogical and geochemical characterization of the Wonosari formation limestone at Gunungkidul Indonesia as preliminary investigation of Portland cement raw material,” IOP Conf. Ser. Earth Environ. Sci., vol. 1151, no. 1, 2023, doi: 10.1088/1755-1315/1151/1/012026.
  21. F. Munawaroh, L. K. Muharrami, T. Triwikantoro, and Z. Arifin, “The Simple Method of Synthesizing Calcite and Aragonite from Indonesian Limestone,” Iran. J. Chem. Chem. Eng., vol. 41, no. 1, pp. 71–78, 2022, doi: 10.30492/ijcce.2022.103588.3475.
  22. W. Nagaki, N. Doki, M. Yokota, and K. Yamashita, “Control of Crystal Size and Morphology of Calcium Carbonate Crystal Polymorphism,” pp. 38–45, 2021, doi: 10.4236/msce.2021.94005.
  23. S. Fathiyah, S. Mohamad, S. Mohamad, and Z. Jemaat, “Study of calcination condition on decomposition of calcium carbonate in waste cockle shell to calcium oxide using thermal gravimetric analysis STUDY OF CALCINATION CONDITION ON DECOMPOSITION OF CALCIUM CARBONATE IN WASTE COCKLE SHELL TO CALCIUM OXIDE USIN,” no. April, 2019.
  24. V. Kumar, A. A. Jegan, and B. Kumar, “Investigating the effect of overloaded vehicles on asphalt pavement : a case study in India,” Discov. Civ. Eng., 2025, doi: 10.1007/s44290-025-00263-3.
  25. S. El-hamrawy, M. Ali, and U. Heneash, “The Effects of Truck Axle Loads and Tire Pressure on the Responses of Flexible Pavement Civil Engineering Department , Faculty of Engineering , Kafrelsheikh University , Kafr- Elsheikh , Saad EL-Hamrawy , Momen Ali , and Usama Heneash " The Effects of Tru,” vol. 45, no. 3, pp. 439–446, 2022.
  26. D. M. Setiawan, “E ff ect of truck and train loading on permanent deformation and fatigue cracking behavior of asphalt concrete in fl exible pavement highway and asphaltic overlayment track,” 2023.
  27. C. S. Paglia, “Introduction to the durability and damage of asphalt mixes Christian Paglia e Livia Guerini University of Applied Sciences of Southern ( SUPSI ),” no. November, 2023.
  28. A. H. Albayati, “Factors Affecting Asphalt Concrete Permanent Deformation : Experimental Dataset for Uniaxial Repeated Load Test Factors affecting asphalt concrete permanent deformation : Experimental dataset for uniaxial repeated load test,” Data Br., vol. 53, no. February, p. 110224, 2024, doi: 10.1016/j.dib.2024.110224.
  29. R. Ullah, I. Hafeez, S. Bilal, A. Zaidi, and S. Haider, “Study the Effect of Substitution Filler on performance of Asphalt Mixture,” no. May 2021, 2020, doi: 10.28991/cej-2020-03091576.
  30. S. Liu and J. Zhang, “Research on dynamic stability of large deformation roadway with application of segmented resistance anchor bolt,” pp. 1461–1470, 2022, doi: 10.21595/jve.2022.22677.
  31. G. T. Cho, Y. Kim, S. Kim, and K. Kim, “Problems in dynamic stability assessment of asphalt concrete in Korea and suggestion,” vol. 10, no. 1, pp. 14–26, 2020.

Road damage generally occurs due to weather factors, vehicle loads, and poor pavement mix quality. The quality of the pavement mix can be improved by adding filler to the asphalt concrete mixture. Optimal filler content can improve Marshall characteristics and increase deformation resistance. To improve the quality of the asphalt concrete mix, limestone filler is added. The limestone used in this study was Jaddih limestone from Bangkalan Regency. Limestone contains calcium carbonate (CaCO3). CaCO3 is the most stable crystalline phase and is widely used in industry. The CaCO3 content of limestone is expected to act as a catalyst to improve the quality of the asphalt concrete mix.

Keywords : Asphalt, Filler, Jaddih Limestone, Deformation Resistance.

Paper Submission Last Date
30 - June - 2026

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