Studi Penggunaan Dynamic Cone Penetrometer untuk Mendukung Perencanaan Perkerasan Jalan di Lingkungan UM Jember

Galih Alnabawi Putra Amelinda Setia Budi, Amri Gunasti, M. Rifki Alfaries

Abstract


This study aims to analyze the bearing capacity of the subgrade in the vicinity of Muhammadiyah University of Jember using the Dynamic Cone Penetrometer Test (DCPT) method as a basis for planning road pavement thickness. The testing was conducted at several locations by recording the cone penetration values due to falling loads (mm/impact) and converting them into California Bearing Ratio (CBR) values through an empirical approach. The test results showed that the average DCP value at point 1 was 76.58 mm/impact with a CBR of 2.19%, while at point 2 it was 79.67 mm/impact with a CBR of 2.08%. Both values indicate that the subgrade is classified as soft to very soft soil with low bearing capacity. Linear regression analysis between the DCP and CBR values produced a correlation coefficient (R) of 0.974 and a coefficient of determination (R²) of 0.948, indicating a very strong and significant relationship between the two parameters. Based on these results, it can be concluded that the DCPT method is effective for quickly and economically determining field CBR values and can serve as a reference in planning pavement thickness at the University of Muhammadiyah Jember.


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References


Alihudien, A., Alfaries, M. R., & Rizal, N. S. (2025). Simulation of the Potential Liquification of Puger Sand Soil on a Small Scale in the Laboratory. Rekayasa Sipil, 19(2), 219–224. https://doi.org/10.21776/ub.rekayasasipil.2025.019.02.10

Daga, W., Bria, M., Muda, A., & Dumin, L. (2017). Evaluasi Daya Dukung Tanah Dasar Untuk Mendukung Penanganan Kerusakan Ruas Jalan Weeluli - Fulur Kabupaten Belu – Ntt. JUTEKS - Jurnal Teknik Sipil, 1(1), 1. https://doi.org/10.32511/juteks.v1i1.76

Dyah Ayu P, K. et al. (2023). Pemanfaatan Sirtu Sebagai Material Soil Stabilization Proyek Peningkatan Jalan Empu Nala Mojokerto. 338–347.

I Gede Utama Hadi Sutrisna, & Baiq Susdiana Fibrianti. (2024). Kegiatan Pendampingan Evaluasi Pengujian Tanah Dasar Menggunakan Metode Dynamic Cone Penetrometer (DCP). Jurnal Pengabdian Kepada Masyarakat Cahaya Mandalika (Abdimandalika), 5(1), 42–48. https://doi.org/10.36312/abdimandalika.v5i1.3108

Imran, A., & Alamsyah, M. (2017). Jurnal Impresi Indonesia ( JII ) Analisis Tebal Lapisan Perkerasan Lentur Menggunakan Metode Manual Desain Perkerasan 2017 Pada Jalan Lingkar Sebatik Perbatasan. 3859–3872.

Kong, H. (2025). N Onassociativity on the B Earing C Apacity. Manager, 6(November), 985–989. https://doi.org/10.37304/parentas.

Nababan, D. S., Akbar, M., & Tambun, D. (2024). Evaluasi Daya Dukung Tanah Dasar Jalan Poros Neto Kampung Ivimahad. Paspel Engineering Science and Technology, 01(1), 1–5.

Noor Dhani, N. H. L. O. M. M. N. (2024). Analisis Kepadatan Tanah Pada Perkerasan JalanMenggunakan Alat Dcp (Dynamic ConePenetrometer) Pada Jalan Tani Di Dusun Mabulugo,Desa Mabulugo Kecamatan Kapuntori KabupatenButon. Jurnal Mahandia, 8(1), 55–65.

Pratomo, R. P., Putra, A. D., Sulistyorini, R., & Afriani, L. (2021). Hubungan Nilai CBR Laboratorium dengan Pemadatan Modified dan Nilai Dynamic Cone Pentrometer (DCP) di Lapangan. Jurnal Rekayasa Sipil Dan Desain, 9(4), 690–702. https://doi.org/10.23960/jrsdd.v9i4.2082

Srihandayani, S., & Adiya Putra, S. (2022). Pengenalan Penggunaan Alat Uji Daya Dukung Tanah DCP untuk Perencanaan Konstruksi Jalan (Jurusan Bisnis Konstruksi dan Properti SMKN 2 Dumai). ABDINE: Jurnal Pengabdian Masyarakat, 2(1), 28–36. https://doi.org/10.52072/abdine.v2i1.286

Steven Paul, R., James Betaubun, R., Latar, S., Teknik Sipil, J., & Negeri Ambon, P. (2024). Perencanaan Tebal Lapis Perkerasan Lentur Ruas Jalan Penghubung Desa Laha-Desa Negeri Lima. Journal Agregate, 3(1), 82–93.

Studi, P., Teknik, M., Universitas, P., & Darma, B. (2020). Pengaruh Penambahan Pasir. 4247, 63–68.

Sulandari, E., Teknik, J., Fakultas, S., Universitas, T., Pontianak, T., Sipil, D. T., & Pontianak, U. T. (2024). PERKERASAN LENTUR DENGAN MENGGUNAKAN METODE BINA. 1–7.

Tarigan, A. P., & Franchitika, R. (n.d.). DYNAMIC CONE PENETROMETER DI RUAS JALAN TANDEM KABUPATEN DELI SERDANG. 1–6.

Trisnawati, L., & Erny. (2024). Pengujian Daya Dukung Lapis Tanah Dasar (Subgrade) Menggunakan Alat DCP (Dynamic Cone Penetrometer) (Studi Kasus: Jl. Pendidikan Desa Rantau Mapesai Kecamatan Rengat Kabupaten Indragiri Hulu). INNOVATIVE: Journal Of Social Science Research, 4, 259–271. https://j-innovative.org/index.php/Innovative




DOI: https://doi.org/10.32502/jbearing.v10i2.10495

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Program Studi Teknik Sipil Fakultas Teknik Universitas Muhammadiyah Palembang

P-ISSN : 2085-6261

E-ISSN : 2623-1409

Email : bearing@um-palembang.ac.id 

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