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All Journal Teknik Sipil dan Arsitektur Sinergi AGRIVITA, Journal of Agricultural Science JURNAL SIPIL SAINS Teras Jurnal Civil Engineering Journal Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Astonjadro Media Ilmiah Teknik Sipil Borneo Engineering: Jurnal Teknik Sipil Abdimas Toddopuli: Jurnal Pengabdian Pada Masyarakat Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Sinergitas Multidisiplin Ilmu Pengetahuan dan Teknologi (SMIPT) Jurnal Teknik Sipil dan Arsitektur Jurnal Agrisistem: Seri Sosek dan Penyuluhan Sultra Civil Engineering Journal (SCiEJ) Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Jurnal Konstruksi International Journal of Agriculture System Jurnal Karajata Engineering Jurnal Teknik Mesin, Industri, Elektro dan Informatika Jurnal Teknik Sipil Serambi Engineering Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil
Hakzah
Department Of Civil Engineering, Faculty Of Engineering, Universitas Muhammadiyah Parepare
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Social Sciences Transportation Other

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Journal : Astonjadro

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The Aggregate Gradation in Road Reconstruction Hakzah, Hakzah; Andriansyah, Andriansyah; Mustakim, Mustakim; Jasman, Jasman
ASTONJADRO Vol. 13 No. 3 (2024): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v13i3.16068

Abstract

Reconstruction of the road section uses the flexible pavement method where aggregate material is the main component of the structure. Choosing the right aggregate gradation and meeting the specification requirements will greatly determine the quality of the road. This research aims to determine the characteristics of aggregate gradation sourced from stock files and compare the results of aggregate gradation analysis of job mix design planning consultants. The method uses laboratory testing. Aggregate wear test results 2-3 = 5.36%, 1-2 = 6.14%. The absorption value of aggregate 2-3 = 0.87%, 1-2 = 1.79%, 0.5 - 1 = 1.80% and stone ash = 2.27%. Values of dry specific gravity, SSD specific gravity, and apparent specific gravity of aggregate 2-3 = 2.73, 2.69, 2.66, 1-2 = 2.72, 2.64, 2.62 0.5- 1 = 2.70, 2.62, 2.58, rock ash = 2, 53, 2.59, 2.69. These values meet the requirements of the 2018 Bina Marga specifications, 2nd revision. The comparison of the results of the field aggregate gradation test analysis with the results of the job mix design analysis is the same because the aggregates tested come from the same stock file. The results of the sieve analysis test showed that the coarse aggregate fineness modulus of 2-3, 1-2, and 0.5 - 1 did not meet the specification standards, while the fine aggregate for stone ash did. The value that does not meet is caused by not paying attention to the additional note that the coarse aggregate retained on the 1" sieve is ±6%.
Traffic Impact Analysis PT. Eastern Pearl Flour Mills – City Side Jl. Nusantara, Makassar Hakzah, Hakzah; Azis, Azis; Andriyani, Andriyani; Yauri Yunus, Ahmad
ASTONJADRO Vol. 12 No. 1 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i1.8372

Abstract

PT. Eastern Pearl Flour Mills – City Side Makassar affects land use changes that have an impact on changes in traffic movement, so traffic impacts analysis is needed. The purpose of this study is to identify the performance of affected roads and intersections in the present and in the next 5 years, to handle traffic problems and conflicts by simulating models without handling (Do Nothing) and with handling (Do Something), analyzing time delays on the U-turns and modeling the origin-destination matrix using the Furness Method. This study uses qualitative and quantitative analysis methods that refer to the Manual Kapasitas Jalan Indonesia (MKJI, 1997) and The Furness method. The results of the analysis of the level of service on the Jl. The archipelago is in fairly good condition with LoS values A to B and DS 0.11 – 0.40 with a speed of 26.60 – 50.00 km/hour, the road performance that has the worst impact occurs at the Tol Reformasi – Jl. Nusantara with a projection for the next 5 years in 2027, where road performance has a LoS E and DS value of 0.88 with a delay time of 19 seconds/pcu. U-turn facility on Jl. Nusantara has an average delay time of 6.16 – 7.82 seconds for one rotating vehicle with a value of < 1 so that there is no queue. The results of the trip distribution analysis using The Furness model obtained the same value of generation and attraction in the second iteration, which means that it is still close to ideal conditions.
Co-Authors , Muhammad Taufik A. Irmayani Pawelloi Abd Muis Abdul Rahman Ahmad Ramadani, Ahmad Akbar, Muh. Akmal Hidayat Aksal Mursalat Almuhfudli Zahli Akhmad Amelia , Tasya Andi Bustan Didi Andi Sulfanita Andriansyah Andriansyah Andriyani Andriyani Andriyani Andriyani Asri Amir Azis Azis, Azis Damayanti, Andi Dhea Sherina Tahir Elkheir Hassaballah Abdallah Ahamed fika, Nurfika Fiqri Suparman Hamsyah Harsani Harsani Hendro Widarto Imam Fadly Iradhatullah Rahim Jasman Jasman Jumadil Junaidi Junaidi Meriem, Selis Misbahuddin Misbahuddin Misbahuddin Misbahuddin Misbahuddin Misbahuddin Misbahuddin Muh Iqbal Muh. Alip Azhar Alwi Muhammad Isran Ramli Mustakim Mustakim Nining Triani Thamrin Nur Ayatillah Nur Halik, Dadang Nurfitriana Pawelloi, A. Irmayani Pawelloi, Andi Irmayani Rahmat Hidayat Rahmawati, Rahmawati Ridal Risma Yanti Sabir Gazali Saputra, Udes Suherman, Suherman Sulaiman, Andi Nur Ainun Syarifuddin Yusuf Trisnawaty AR uddin, Misbah Widarto, Hendro wirya dwi winata Yauri Yunus, Ahmad Yulianti Yulianti