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Comparison of Field and Laboratory Soil Stability Values on the Soko - Tuban Road
(1) * Mohammad Zainul Ikhwan Mail (Universitas Bojonegoro, Bojonegoro, Jawa Timur, 71088, Indonesia)
(2) Toni Budi Santoso Mail (Universitas Bojonegoro, Bojonegoro, Jawa Timur, 71088, Indonesia)
*Corresponding author

Abstract


The good Soko-Tuban road experienced damage that distrupted comfort. The results showed that the test soil included organic clay with an average density of 2.33 gr/cm³ and a water ontent of 43.19%. The liquid limit value was 77.33%, the plastic limit was 32.7%, and the plasticity index was 44.63%. DCP testing was carried out on two samples with different road conditions, namely at STA 7+100 and 7+200 (good road) and STA 7+800 and 7+900 (damaged road). The CBR value at STA 7+100 on the east side was 12.09% and 7+200 on the west side was 9.87%. At STA 7+800, the CBR value on the east side was 5.23% and STA 7+900 on the west side was 10.59%. The laboratory CBR value was taken from two samples with three variations of impacts 10x, 30x, and 65x. In good road conditions at STA 7+100 the highest average CBR value is 17.12%. In damaged road conditions at STA 7+800 the average CBR value is 11.52%. The significant difference in laboratory and field CBR values is influenced by road conditions and soil characteristics.

Keywords


Soil Condition; DCP; CBR; Laboratory Soil; Tuban Road; Soko

   

DOI

https://doi.org/10.33122/ejeset.v6i1.641 		      

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References


Angelia Safitra, P., K Sendow, Theo, D., & V Pandey, S. (2019). Analisa pengaruh beban berlebih terhadap umur rencana jalan (studi kasus: ruas jalan Manado - Bitung). Jurnal Sipil Statik, 7(3), 319–328.

Binamarga. (2017). Manual perkerasan jalan, kementrian pekerjaan umum dan perumahan rakyat direktorat jendral bina marga. 1–235. https://binamarga.pu.go.id/v3/uploads/files/112/manual-desain-perkerasan-jalan.pdf

Darwis, F., & Mulya, E. R. (2021). Analisis Daya Dukung Tanah Dasar Cbr Lapangan Pada Ruas Jalan Kampus Unipas Morotai. Journal of Science and Engineering, 4(2), 97–105. http://ejournal.unkhair.ac.id

Harahap, F. (2022). Analisa Pemilihan Jenis Perkerasan Ruas. 5(1), 127–131.

Ikhwan, M. Z. (2019). Studi Preloading Dengan Kolom Pasir Sebagai Drainase Tanah Lunak ( Studi Kasus Tanah Bojonegoro ) Universitas Bojonegoro.

Permatasari, S. (2021). Hubungan Nilai Cbr Laboratorium Dan Dcp Pada Tanah Yang Dipadatkan Pada Ruas Jalan Desa Semisir Kabupaten Kotabaru. TAPAK (Teknologi Aplikasi Konstruksi) : Jurnal Program Studi Teknik Sipil, 10(2), 133. https://doi.org/10.24127/tp.v10i2.1582

Sugiarto. (2016). Mekanika Tanah I. Gadjah Mada Unuversity Press, 4(1), 1–23.

Sumarsono, A., & Fauziah, M. (2022). Evaluasi Kondisi Perkerasan, Penanganan Dan Nilai Sisaperkerasan Lentur Jalan Dengan Metode Binamarga 2013dan Metode Mekanistik Empirik (Studi Kasus : Jalan Jogja-Solo Km 14+800-16+800). Jurnal Teknik, 9(1), 10–27. www.teknika-ftiba.info

Thamrin, A. H. (2018). Langkah Mengatasi Konstruksi Perkerasan Jalan yang Kuat dan Awet dengan Memanfaatkan Sumber Material Lokal. Jurnal Infrastruktur, 4(01), 61–72. http://103.12.84.208/personal/img-post/superman/post/20181130145128__F__KMS_JURNAL_20180726082930.pdf

Winardi, W. A., Mulyono, A. T., & Utomo, S. H. T. (2019). Penilaian Kondisi Perkerasan Jalan Berbasis Perangkat Lunak Pada Ruas Jalan YogyakartaMagelang. Jurnal HPJI, 5(2), 109–118. https://doi.org/10.26593/jh.v5i2.3371.109-118


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