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All Journal Lingkungan dan Kesehatan Kerja JURNAL SIPIL SAINS Journal of Science and Engineering International Journal of Education, Science, Technology, and Engineering (IJESTE) PENGABDIAN SOSIAL Action Research Journal Indonesia (ARJI) Journal of Educational Management Research Jurnal Konseling Pendidikan Islam Jurnal Pengabdian Masyarakat dan Riset Pendidikan Journal of International Multidisciplinary Research

Chairul Anwar

Unknown Affiliation

Author-ID : 457835

Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mathematics Mechanical Engineering Public Health Social Sciences Transportation Other

Published : 18 Documents Claim Missing Document

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Title

STUDI EVALUASI PENEMPATAN RAMBU DAN MARKA TERHADAP GEOMETRIK JALAN DI KECAMATAN TERNATE BARAT Muhammad Taufiq Yuda Saputraa; Chairul Anwar
Journal of Science and Engineering Vol 4, No 1 (2021): Journal Of Science and Enggineering (JOSAE)
Publisher : Fakultas Teknik Universitas Khairun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/josae.v4i1.3117

About 90% of the information needed to drive is received by the driver visually through the eye. Little information is received by hearing (horns, shock markers) and sense of taste (rough profile/walking markers). The research objective was to evaluate the performance of traffic signs and road markings on several roads in Ternate City.This type of research is a combination of direct field surveys and observations as well as literature (literature) related to the placement of signs and markers in accordance with urban road traffic standards. This research was conducted on Jalan Merdeka and Jalan Ahmad Yani, Ternate City with the consideration that these roads have a fairly high traffic density.The results of the survey and observation of the condition of signs and road markings for Jalan Merdeka and Jalan Ahmad Yani in Ternate City, namely: there are still traffic signs that are not maintained and the condition of the signs is damaged. It is necessary to repair the leaf signs and repainting it. In some direction signs, the shape and size of the writing do not meet the standards of the Minister of the Republic of Indonesia No. 61 of 1993. Recommendations for placing signs and markings on roads with incomplete road equipment are as follows: warning signs for intersections, warning signs for T-junction, crossing signs and placing signs for public facilities.

EVALUASI KINERJA RUAS JALAN KI HAJAR DEWANTARA KOTA TERNATE Ilyas B Ibrahim; Chairul Anwar; Muhammad Taufiq Yudha Saputra
Journal of Science and Engineering Vol 1, No 1 (2018): Journal Of Science and Enggineering (JOSAE)
Publisher : Fakultas Teknik Universitas Khairun

The position of Ki Hadjar Dewantara road is strategic location, where as an education center, office and residential center are often happened to increase in vehicle volume, especially during peak hour, consequently, this condition makes congestion on this road. There are ideas for road widening, moved side barriers and one.way traffic management, which are purposing to know traffic performance currently and generating a recommendation of traffic systems. By observations on traffic surveys were carried out on the road at 06.00 to 18.00 WIT. Traffic performance analysis is based on the 1997 Indonesia Road Capacity Manual (MKJI). The results of the Ki Hajar Dewantara road analysis showed a high level of side resistance with a value of degree of saturation (DS) in segment 1, which was 0.78, free flow speed of 31.2 km / hour, road capacity of 1953 pcu / hour. Furthermore, as an alternative solution the application of a one way system on the road section that showed a better performance with DS = 0.32 for west to east and DS = 0.22 east to west with a service level B category with stable current, speed slightly limited by traffic, the driver has enough freedom to choose a speed. The design for implementing this one-way system is good for solving problems.

IDENTIFIKASI TINGKAT KERUSAKAN PERKERASAN LENTUR DI RUAS JALAN SIDANGOLI-JAILOLO KABUPATEN HALMAHERA BARAT MENGGUNAKAN METODE PAVEMENT CONDITION INDEX (PCI) Chairul Anwar; Muhammad Taufik Yudha Saputra
Journal of Science and Engineering Vol 2, No 2 (2019): Journal Of Science and Enggineering (JOSAE)
Publisher : Fakultas Teknik Universitas Khairun

Jalan adalah infrastruktur transportasi darat yang sangat penting dalam memfasilitasi kegiatan hubungan ekonomi, baik antara satu kota dan kota lain, serta antara kota dan desa dan antara satu desa dengan desa lainnya. Kabupaten Halmahera Barat memiliki peran penting dalam menggerakkan roda ekonomi masyarakat, dengan meningkatnya mobilitas fisik dan sosial masyarakat. Berdasarkan pengamatan awal di kabupaten Halmahera Barat, penulis menemukan beberapa kondisi jalan rusak dengan berbagai jenis kerusakan. Dari kerusakan yang ditemukan di awal pengamatan, jenis dan tingkat kerusakan yang diamati dapat diidentifikasi dengan metode penelitian Pavement Condition Index (PCI). Tujuan dari penelitian ini adalah untuk menganalisis tingkat kerusakan pada jalan Sidangoli-Jailolo di kabupaten Halmahera Barat dan untuk mendapatkan informasi prioritas untuk penanganan kerusakan jalan berdasarkan metode PCI.Penelitian ini adalah penelitian survei dan studi literatur, dimana penulis melakukan survei terhadap kondisi kerusakan jalan di sepanjang Sidangoli-Jailolo dan melakukan studi literatur untuk menjawab masalah yang ada menggunakan metode PCI.Hasil penelitian pada ruas jalan Sidangoli - Jailolo didasarkan pada metode PCI, dengan persentase kerusakan pada jenis kerusakan kulit buaya 7,67%, tenggelam 9,37%, retakan tepi 3,63%, jalur / bahu turun 1,13% retakan memanjang / melintang 1,39%, tambalan digali 0,03%, agregat licin 4,34%, Lubang 9,38%, retakan selip 0,40%, pengembangan rata atau 0,25%, Pelapukan dan butiran longgar 1,95%. Berdasarkan analisis metode perhitungan PCI, kondisi jalan dalam beberapa kategori termasuk kondisi sempurna di STA 3 + 000-4 + 000, 20 + 000-21 + 000 dan 29 + 000-30 + 000, kondisi sangat baik di STA 0+ 000-1 + 000, dan 7 + 000-8 + 000, kondisi baik di STA 4 + 000-5 + 000, 9 + 000-11 + 000, 12 + 000 - 14 + 000 dan 15 + 000-16 + 000, 23 + 000-25 + 000 kondisi sedang di STA 1 + 000- 3 + 000, 6 + 000-7 + 000, 8 + 000- 9 + 000, 14 + 000 -15 + 000, 16 + 000 -1-17 + 000, 22 + 000- 23 + 000, 26 + 000-27 + 000 kondisi buruk di STA 5 + 000 -6 + 000, 11 + 000- 12 + 000, 19 + 000- 20 + 000, 21 + 000- 22 +000, kondisinya sangat buruk di STA 17 + 000-18 + 000 dan 27 + 000-28 + 000, dan dengan kondisi gagal pada 18 + 000 -19 + 000, 25 + 000-26 + 000, ini membuktikan bahwa tidak ada pemeliharaan rutin yang dilakukan oleh instansi terkait yang memiliki wewenang untuk mempertahankan jalan ini.10%.

DESAIN TEBAL PERKERASAN TERHADAP VOLUME LALU LINTAS PADA KONDISI TANAH RAWA JALAN LABUHA–TOMORI BACAN KABUPATEN HALMAHERA SELATAN Chairul Anwar; M Taufik Yudha Saputra
Journal of Science and Engineering Vol 1, No 2 (2018): Journal Of Science and Enggineering (JOSAE)
Publisher : Fakultas Teknik Universitas Khairun

This research was carried out on Jalan Oesman Shah on Labuha-Tomori Road. In determiningflexible pavement thickness, based on the results of analysis and calculation of PavementThickness Design Against Traffic Volume on Swamp Conditions on the Labuha-Tomori RoadSection using the Road Pavement Design Manual Number 02 / M / BM / 2013. Based on theexisting plan, this Labuha-Tomori road section in South Halmahera Regency, North MalukuProvince is an arterial road with 2-lane 2-way road type using the median (2/2 UD), plan width of10 meters, width of existing traffic lane 4, 5 meters, median width of 1 meter, and plannedshoulder width 2.40 m. Based on the results of the analysis of growth rates obtained traffic growthrates of 33.066% over the life of the plan, determining the distribution factor of the lane and thecapacity of the lane of lane 1 and the vehicle in the design lane taken 100%. The equivalent loadfactor can be determined using the value of VDF (Vehicle Damage Factor) according to thesurvey results in the field. The traffic volume plan to determine the CESA4 value = 18,835,021.85= 18.84 million is used for the selection of pavement types while the CESA5 value =33,903,039.33 = 33.90 million is used to determine the type of flexible pavement based on thedesign chart provided in The Road Pavement Design Manual Number 02 / M / BM / 2013, ishighly emphasized in terms of the improvement of subgrade, by looking at the condition of theCBR of the subgrade and CESA5 which will be received by pavement. So if the pavement CBR is5.20% and CESA5 is 33.90 Million, the flexible pavement design is of 2 kinds in the design ofpavement thickness: AC - WC = 4 cm, AC - BC = 15.5 cm, CTB = 15 cm, LPA Class A = 15 cm,Choice of 10 cm and AC - WC = 4 cm, AC - BC = 6 cm, AC BASE = 18 cm, LPA = 30 cm, Choiceof Stock = 10 cm, and Subgrade = 5.20%

Co-Authors Ahmad Aznem Ai Aisyah Akhmad Ramli Arifin A.S Marsaolly Azainil Azainil Darimis Darimis Desy Citra Dewi Dwi Nugroho Hidayanto Dwi Sari Ida Aflaha, Dwi Sari Fitro Darwis Gasmi, Nur Muhammad Gaus, Abdul Ilyas B Ibrahim Ismuddin B Saifuddin Jesika Setyani Joko Riyanto Lidyawati Tandi Payung M Taufik Yudha Saputra Mardiani Diani Mufti Amir Sultan, Mufti Amir Muhammad Taufik Yudha Saputra Muhammad Taufiq Yuda Saputra Muwahidah Nurhasanah Nani Nagu Nasril Nasril Nurmala Burhan Raisul Gafar Rina Hasanah Sa'diyah Shella Oktaviana Siti Masitoh Suci Handayani, Suci Syaiful Anwar Taufik Ashar Umi Afifah Viviana Lisma Lestari Warman Wasehudin, Wasehudin Wirsal Hasan Wiwik Handayani Yudha Saputra, M Taufiq

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