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<![CDATA[Penyusunan Prosedur Tetap dan Pemasangan Rambu Evakuasi Gedung Pasar Tradisional dalam Rangka Mitigasi Bencana Gempa ]]>
<![CDATA[Titi Kurniati]]>;
<![CDATA[Yosritzal Yosritzal]]>;
<![CDATA[Aner Yuweti]]>
<![CDATA[ Warta Pengabdian Andalas Vol 26 No 3 (2019) ]]>
Publisher : <![CDATA[Lembaga Penelitian dan Pengabdian kepada Masyarakat (LPPM) Universitas Andalas ]]>
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<![CDATA[The city of Padang needs preparedness to deal with the earthquake and tsunami, which is likely to be repeated. The places that should get more attention during a disaster are public places and public facilities, such as schools, hospitals, offices, and shopping centers. This is because the human population is quite dense in these places so that an effective and planned evacuation process is needed to avoid many casualties during a disaster. Pasar Raya Padang, located in Kampung Jao, Kecamatan Padang Barat, is the largest shopping center in the city of Padang and has a relatively dense population. West Padang is included in a high-risk zone for tsunamis, while Pasar Raya Building Block I-IV located in the Pasar Raya area of Padang does not yet have fixed procedures for dealing with disasters and evacuation guidance signs in the building whereas the existence of procedures and guidelines for evacuation is a mitigation that must be done in the context of disaster preparedness. The implementation of community service activities is focused on developing procedures to deal with the earthquake and tsunami. The results will be implemented in the form of installing evacuation signs inside the building and evacuation instructions outside the building. It is submitted planning documents for the Pasar Raya evacuation signs Block I-IV to the Padang City Regional Disaster Management Agency (BPBD). Implemented 1 signpost of assembly point and 48 evacuation guidance signs consisting of evacuation route instructions, emergency access instructions, and exit access instructions at Pasar Raya Building Block IV.]]>
<![CDATA[Studi Perbandingan Prioritas Penanganan Jalan Provinsi di Sumatera Barat ]]>
<![CDATA[Toni Antonius]]>;
<![CDATA[Purnawan Purnawan]]>;
<![CDATA[Yosritzal Yosritzal]]>
<![CDATA[ Jurnal Rekayasa Sipil (JRS-Unand) Vol 13, No 1 (2017) ]]>
Publisher : <![CDATA[Civil Engineering Departement, Andalas University ]]>
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DOI: 10.25077/jrs.13.1.43-54.2017
<![CDATA[Visi Dinas Prasarana Jalan Tata Ruang dan Permukiman Provinsi Sumatera Barat adalah mewujudkan prasarana jalan handal guna memacu daya saing ekonomi kerakyatan dan ekonomi skala besar. Tujuannya untuk pemerataan pembangunan di segala bidang. Dibutuhkan jalan yang stabil dan selalu mendapat penanganan. Keterbatasan dana diperlukan skala prioritas.. Tujuan penelitian menentukan urutan proritas penanganan jalan dengan metoda AHP, AMK, Metoda Bina Marga dan dilaksanakan Dinas serta membandingkan hasil urutan prioritas dengan metoda. Metoda AHP menggunakan pembobotan (weighting) hasil persepsi responden dan penilaian (scoring) dengan liniear models menghasilkan prioritas utama dalam pemeliharaan rutin adalah ruas Air Balam – Air Bangis (034), pemeliharaan berkala ruas Baso – Batusangkar (036), penanganan peningkatan Payakumbuh – Suliki – Koto Tinggi (069.2) dan pembangunan adalah ruas Pasar Baru – Alahan Panjang (073). Metoda AMK menggunakan pembobotan dan penilaian dari responden menghasilkan penanganan rutin pada ruas Air Balam – Air Bangis (034), penanganan berkala pada ruas Simpang Koto Baru – Tj. Simalidu (011), penanganan peningkatan pada ruas Pangkalan - Sialang – Gelugur (076) dan penanganan pembangunan pada ruas Abai Sangir – Sungai Dareh (056.3). Metoda Bina Marga menggunakan volume Lalu Lintas Harian (LHR) sebagai input utama menghasilkan penanganan rutin pada ruas Surian – Simpang Pd. Aro (014.2), berkala pada ruas Jl. Veteran (Payakumbuh) (069.1), peningkatan pada ruas Simpang Duku Pariaman (075) dan pprioritas utama dalam penanganan pembangunan adalah ruas Pasar Baru – Alahan Panjang (073). Yang dilaksanakn Dinas penanganan pembangunan pada ruas jalan Alahan Panjang – Pasar Baru (073), ruas jalan Alahan Panjang – Kiliran Jao (082) dan ruas jalan Guguak Cino – Sawahlunto (038) dan penanganan peningkatan diprioritaskan pada ruas jalan Payakumbuh-Suliki-Koto-Tinggi (069.2).Kata kunci : prioritas, perbandingan, AHP, AMK, bina marga]]>
<![CDATA[Persepsi Owner Terhadap Kompetensi Manajemen Kontraktor Jalan di Sumatera Barat ]]>
<![CDATA[Evita Kartikaratu Repadi]]>;
<![CDATA[Yosritzal Yosritzal]]>;
<![CDATA[Purnawan Purnawan]]>
<![CDATA[ Jurnal Rekayasa Sipil (JRS-Unand) Vol 13, No 2 (2017) ]]>
Publisher : <![CDATA[Civil Engineering Departement, Andalas University ]]>
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DOI: 10.25077/jrs.13.2.91-100.2017
<![CDATA[Dalam menunjang keberhasilan pembangunan infrastruktur, maka diperlukan kerja sama yang baik antara owner, kontraktor dan konsultan yang harus didukung dengan penerapan sistem manajemen proyek. Beberapa penyebab keterlambatan penyelesaian proyek pada Dinas Prasarana Jalan, Tataruang dan Permukiman Prov. Sumbar berhubungan dengan penerapan sistem manajemen proyek yang masih rendah, Penelitian ini bertujuan untuk mengidentifikasi faktor-faktor yang berpengaruh terhadap kinerja manajemen proyek kontraktor jalan untuk paket non kecil di Prov. Sumatera Barat, mengetahui persepsi owner terhadap penyedia jasa konstruksi dan memberikan gambaran mengenai kinerja manajemen proyek yang perlu ditingkatkan kinerjanya oleh kontraktor nonkecil jalan di Prov. Sumatera Barat. Dari penelitian ini teridentifikasi terdapat 9 faktor yang mempengaruhi kompetensi manajemen kontraktor jalan, Melalui metode CSI diketahui nilai Customer Satisfaction Index (CSI) sebesar 69% yang terletak pada rentang nilai antara 65% < CSI ≤ 80%) yaitu level ke IV (Puas) sehingga Owner merasa puas terhadap kompetensi manajemen kontraktor paket nonkecil yang bekerjasama dengan Dinas Prasarana Jalan, Tataruang dan Permukiman Provinsi Sumatera Barat, Dengan Metode Requirement Satisfacton Analysis yaitu metode kuadran dan gap analysis diketahui terdapat 3 faktor yang menjadi fokus dalam perbaikan yaitu faktor sistem manajemen pelaksanaan jalan, faktor administrasi dan dokumentasi dan faktor sumber daya. Faktor administrasi dan dokumentasi adalah faktor yang memiliki Gap (selisih nilai) kebutuhan dan kepuasan yang paling besar sehingga menjadi faktor yang paling prioritas untuk ditingkatkan kinerjanya karena sangat berpengaruh terhadap kinerja kompetensi manajemen kontraktor jalan untuk paket nonkecil di Provinsi Sumatera Barat.]]>
<![CDATA[Vehicles Speed in Platoon, Case Study Padang - Bukittinggi Road ]]>
<![CDATA[Sri Ramayanti]]>;
<![CDATA[Bayu Martanto Adji]]>;
<![CDATA[yosritzal yosritzal]]>;
<![CDATA[Hendra Gunawan]]>
<![CDATA[ Jurnal Rekayasa Sipil (JRS-Unand) Vol 17, No 1 (2021) ]]>
Publisher : <![CDATA[Civil Engineering Departement, Andalas University ]]>
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DOI: 10.25077/jrs.17.1.97-107.2021
<![CDATA[The increase in vehicle ownership number will affect the increase in traffic flow, which will usually result in congestion on the road network. This phenomenon causes vehicles to tend to travel close to one another (platoon). Characteristics used in describing the platoon phenomenon are the distance between vehicles (headway), average speed, and the number of vehicles in the platoon. This study is to analyzes the effect of variations in the leader and platoon length on vehicle speed. This research was conducted on Padang – Bukittinggi Road. Based on the Decree of the Minister of PUPR No: 248/KPTS/M/2015, Padang - Bukittinggi Road is categorized as a primary arterial road. This research used the primary data, a field survey, by recording vehicle traffic flow (traffic platoon) for two days. A distance of 50 meters is taken to determine the speed, and the time is measured with a stop program. The average headway on weekdays is 1.32 seconds and on holidays is 1.47 seconds. The size of the platoon and the type of platoon leader have a significant effect on the average speed of the vehicle in the platoon if the headway is ≤ 2 seconds. At the addition of one vehicle in the platoon, which can change the vehicle's average speed, follows the equation y = -4.30x + 67.09.]]>
<![CDATA[PENGARUH VARIASI KENDARAAN LEADER DAN PANJANG PLATOON TERHADAP KECEPATAN ]]>
<![CDATA[Sri Ramayanti]]>;
<![CDATA[Bayu Martanto Adji]]>;
<![CDATA[Yosritzal Yosritzal]]>
<![CDATA[ Rang Teknik Journal Vol 5, No 1 (2022): Vol. 5 No. 1 Januari 2022 ]]>
Publisher : <![CDATA[Fakultas Teknik Universitas Muhammadiyah Sumatera Barat ]]>
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DOI: 10.31869/rtj.v5i1.2734
<![CDATA[Naiknya jumlah kepemilikan kendaraan akan berpengaruh pada peningkatan arus lalu lintas, yang biasanya akan menghasilkan kemacetan di jaringan jalan. Fenomena ini mengakibatkan kendaraan cenderung berjalan beriring – iringan (platoon). Beberapa karakteristik yang dipakai dalam mendeskripsikan fenomena platoon tersebut yaitu: jarak antar kendaran (headway) kecepatan rata-rata dan jumlah kendaraan dalam platoon. Penelitian ini untuk menganalisa pengaruh variasi kendaraan leader dan panjang platoon terhadap kecepatan kendaraan. Penelitian dilakukan pada jalan raya Padang – Bukittinggi yang merupakan jalan arteri di Propinsi Sumatera Barat. Data yang dipakai adalah data primer, survey langsung dilapangan dengan merekam arus lalu lintas kendaraan beriringan (traffic platoon) selama 2 hari. Untuk menentukan kecepatan diambil jarak 50 m dan waktu diukur dengan stop program. Nilai rata – rata headway relatif sama pada pengukuran pada saat jam sibuk dan jam tidak sibuk. Secara umum headway antar kendaraan bervariasi, disebabkan kecepatan kendaraan yang tidak konstan. Pengukuran platoon sampai dengan 2 detik lebih berpengaruh terhadap penurunan kecepatan daripada pengukuran platoon sampai dengan 3 detik. Pada pengukuran platoon sampai dengan 2 detik terjadi penurunan rerata kecepatan sebesar 8.36 % setiap penambahan 1 (satu) kendaraan pada platoon, sedangkan pada pengukuran platoon sampai dengan 3 detik terjadi penurunan rerata kecepatan sebesar 4.40 %.]]>
<![CDATA[ANALISIS FAKTOR PENYEBAB REWORK PADA PEKERJAAN KONTRUKSI JALAN KOTA PADANG ]]>
<![CDATA[Dewi Puspa]]>;
<![CDATA[Yossyafra Yossyafra]]>;
<![CDATA[Yosritzal Yosritzal]]>
<![CDATA[ Rang Teknik Journal Vol 5, No 2 (2022): Vol. 5 No. 2 Juni 2022 ]]>
Publisher : <![CDATA[Fakultas Teknik Universitas Muhammadiyah Sumatera Barat ]]>
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DOI: 10.31869/rtj.v5i2.3125
<![CDATA[Rework is a repeat job that is caused by an error from a construction project. In a construction activity almost always happens rework only the quantity is different. The purpose of this study is identify the factors that cause rework, identify the conditions of rework, identify the intensity of rework on road construction work item in the city of Padang. This study uses qualitative methods with a descriptive approach. The result of the study are the main factors that led to road construction rework in Padang city were design and documentation, managerial factor and resources. Little rework conditions occur in road construction work in the city of Padang. The intensity of work items the occur on average rework is rare. Keywords: Rework, Construction project, identification.]]>
<![CDATA[Determinant factors in increasing the livability of the city of Padang from the perspective of transportation ]]>
<![CDATA[Yosritzal Yosritzal]]>;
<![CDATA[Rizki Aziz]]>;
<![CDATA[Melinda Noer]]>;
<![CDATA[Dita Oktaviani Putri]]>;
<![CDATA[Abdullah Sani]]>
<![CDATA[ SINERGI Vol 27, No 1 (2023) ]]>
Publisher : <![CDATA[Universitas Mercu Buana ]]>
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DOI: 10.22441/sinergi.2023.1.009
<![CDATA[Padang has been determined to be a livable city in 2024, according to the Mission of the City Major 2019-2024. Some improvements have been made, such as more BRT corridors, widening the sidewalk, and adding benches along the sidewalks. However, achieving a livable city is far more than just those thingies; we also need to know what people need and what the government is willing to do. This study explores the determinant factors in achieving the livable city criterion for Padang, especially regarding transportation-related variables in the expert views along and public and government interests. The quadrant analysis of Expectation-Performance and Effort-Effect Analysis was used to identify the determinant and priority factors in improving the livability of Padang. The results show that improving some essential elements has satisfied public expectations. Still, more things need to do, such as an integrated transportation system, comfortable public transportation, transportation for disabled persons, and a more environmentally friendly transportation mode. With less effort and high effect, the most priority factors are comfortable and secure pedestrian facilities, improving traffic to reduce travel time, and improving public transport facilities.]]>
<![CDATA[APLIKASI DESAIN HUNIAN SEMENTARA UNTUK KORBAN GEMPA DI KABUPATEN PASAMAN DAN PASAMAN BARAT ]]>
<![CDATA[Yosritzal Yosritzal]]>;
<![CDATA[Titi Kurniati]]>;
<![CDATA[Hidayat Hidayat]]>
<![CDATA[ Jurnal Hilirisasi IPTEKS Vol 6 No 3 (2023) ]]>
Publisher : <![CDATA[LPPM Universitas Andalas ]]>
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DOI: 10.25077/jhi.v6i3.673
<![CDATA[A 6,1 Mw Earthquake hit West Sumatera on 22nd February 2022 at 08:39 Western Time of Indonesia. The epicenter of the earthquake was the slopes of Talamau Mountain. As a result, 27 people were recorded as dead and at least 457 people were injured. A total of 2,025 houses in West Pasaman Regency and 1,816 houses in Pasaman Regency were damaged. This resulted in at least 19,221 people being displaced. When the emergency response period ended, the refugees whose houses were damaged needed temporary housing until their houses were repaired. The purpose of the activities reported in this paper is to provide temporary housing for the victims, developed based on the standard designs from the PUPR Office. The temporary houses were made of wood, GRC and zinc with additional materials that can still be used from the rest of the building ruins. These activities were funded by the Indonesian Academics Association (ASASI), the Department of Civil Engineering of Andalas University, the Indonesian Red Crescent (BSMI) of West Sumatra, and Hatta University and hereinafter referred to as the Huntara Team. After the funds are raised, the next step is to conduct a survey to determine prospective recipients who deserve assistance. Based on the needs of prospective recipients and additional materials available, then modifications to the house design are made. Furthermore, the development of the house was carried out led by a local carpenter. The result of the activity is that five temporary houses have been built and used by the recipients.]]>
<![CDATA[Road Damage Analysis using PCI and SDI Methods and Types Repair ]]>
<![CDATA[Elsa Eka Putri]]>;
<![CDATA[Riko Jamal]]>;
<![CDATA[Yosritzal Yosritzal]]>
<![CDATA[ CIVED Vol. 10 No. 3 (2023): September 2023 ]]>
Publisher : <![CDATA[Universitas Negeri Padang ]]>
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DOI: 10.24036/cived.v10i3.20
<![CDATA[The By-Pass Pariaman road section is a National Road under the authority of the West Sumatera National Road Implementation Agency with road section number N.048 with a length of 3.600 meters with the starting point of the “simp. IV Jati” and the ending point of the “simp. Apar”. In this study, an analysis of road damage conditions was carried out using PCI method and SDI method with the results: PCI method for the “simp. IV Jati – simp. Apar obtained that the most dominant percentage is good 40%, for the “simp. Apar – simp. IV Jati” the most dominant percentage is fair 36%. The SDI method for the “simp. IV Jati – simp. Apar” is good at 56%, medium at 30%, lightly damaged at 14% and heavily damaged at 0%, with a steady condition percentage of 86% and 14% unstable. The value of the road condition of the “simp. Apar – simp. IV Jati” is good at 47%, medium at 20%, lightly damaged at 33%, heavily damaged at 0%, with a steady condition percentage of 67% and unstable at 33%. For this type of road repair with PCI method for “simp. IV Jati – simp. Apar” is 2.200 meters of routine maintenance and 1.400 meters of periodic maintenance. The “simp. Apar – simp. IV Jati” can be routinely maintained for 2.000 meters and periodic maintenance for 1.600 meters. Road repairs with SDI method are generated for the “simp. IV Jati – simp. Apar” is 3.100 meters of routine maintenance and 500 meters of periodic maintenance. The “simp Apar – simp. IV Jati can be routinely maintained for 2.400 meters and regular maintenance for 1.200 meters.]]>
<![CDATA[Evaluation of Road Pavement Performance and Conditions Simp. Duku (Ketaping) – Pariaman Section ]]>
<![CDATA[Yosritzal Yosritzal]]>;
<![CDATA[Aidil Kurniawan]]>;
<![CDATA[Elsa Eka Putri]]>
<![CDATA[ CIVED Vol. 10 No. 3 (2023): September 2023 ]]>
Publisher : <![CDATA[Universitas Negeri Padang ]]>
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DOI: 10.24036/cived.v10i3.21
<![CDATA[Road section Simp. Duku (Ketaping) - Pariaman is one of the strategic routes in the area of West Sumatra Province. This road section has the potential to be developed because it is a fast lane to the Minangkabau International Airport and the City of Padang as the center of government for the Province of West Sumatra. This study aims to determine the performance of the Simp. Duku (Ketaping) – Pariaman seen from the level of service which refers to MKJI 1997 and the value of road pavement conditions at STA 16+420 to STA 20+500 refers to the PCI (Pavement Condition Index). From the research results for the Performance of Jalan Simp. Duku (Ketaping) - Pariaman is at service level D (0.91 <93) during peak hours (17-00 to 18.00 WIB). Meanwhile, from the analysis conditions of Pavement use the Pavement Condition Index (PCI) method, a PCI value of 53.69 was obtained, which means that the pavement condition was generally poor, dominated by grain ejection damage (63.23%) and crocodile skin crack damage (20.75%). ). For handling of road pavement conditions, after being correlated with the Pavement Condition Index (IKP) from the Ministry of Public Works, the type of handling is Reconstruction / Recycling.]]>
