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All Journal CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Ilmiah Poli Rekayasa Jurnal Dampak SIKLUS: Jurnal Teknik Sipil Jurnal Rekayasa Sipil Inovator : Jurnal Manajemen Jurnal Ilmiah Pendidikan dan Pembelajaran Jurnal Hilirisasi IPTEKS (JHI) SULTANIST: Jurnal Manajemen dan Keuangan Journal of Indonesia Road Safety Warta Pengabdian Andalas: Jurnal Ilmiah Pengembangan Dan Penerapan Ipteks Andalasian International Journal of Applied Science, Engineering, and Technology Dialektika Jurnal Pendidikan Bahasa Indonesia OMNICODE Journal (Omnicompetence Community Developement Journal) Jurnal Bangunan: Konstruksi & Desain Jurnal Konatif: Jurnal Ilmiah Pendidikan Journal of Civil Engineering and Vocational Education Jipmas : Journal Inovasi Pengabdian Masyarakat Tartib: Jurnal of Educational Management
Kurniati, Titi
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Andalas
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APLIKASI DESAIN HUNIAN SEMENTARA UNTUK KORBAN GEMPA DI KABUPATEN PASAMAN DAN PASAMAN BARAT Yosritzal Yosritzal; Titi Kurniati; Hidayat Hidayat
Jurnal Hilirisasi IPTEKS Vol 6 No 3 (2023)
Publisher : LPPM Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jhi.v6i3.673

Abstract

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.
Manajemen Kecepatan Lalu Lintas Pada Jalan Tak Terbagi Titi Kurniati; Putri, Elsa Eka; Wahyu Agus Setiawan
Siklus : Jurnal Teknik Sipil Vol. 10 No. 1 (2024): Siklus: Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v10i1.19547

Abstract

Lokasi kota Solok, Sumatera Barat sangat strategis, karena terletak pada persimpangan perlintasan antar propinsi dan antar jalan kabupaten/kota. Karenanya terjadi pertumbuhan pergerakan yang selalu meningkat. Jalan Ahmad Yani dan Bypass Kampai tabu Kerambia (Ktk) yang merupakan lokasi penelitian berdasarkan kondisi lingkungannya memerlukan manajemen pembatasan kecepatan kendaraan. Metodologi pengumpulan data volume dan kecepatan setempat kendaraan dengan perekaman video. Pengolahan data secara deskriptif statistik. Analisa distribusi kecepatan kendaraan untuk Jalan Ahmad Yani dan Jalan Bypass Ktk menunjukkan sepeda motor dan kendaraan ringan melaju dengan kecepatan 50-60 km/jam dimana hal ini melebihi batas kecepatan yang ditetapkan sebesar 50 km/jam. Dari analisa mean dan standar deviasi kecepatan kendaraan berkisar 43-60 km/jam untuk sepeda motor dan kendaraan ringan sedangkan kecepatan kendaraan berat 9-33 km/jam. Jalan Ahmad Yani dan Bypass Ktk memerlukan manajemen kecepatan lalu lintas berupa pembatasan kecepatan kendaraan yaitu rambu larangan batas kecepatan 50 km/jam. Diperlukan juga pemasangan kamera pemantau kecepatan untuk pemberian sanksi/denda.
ANALISIS KEPUASAN DAN KEPENTINGAN FASILITAS DAN LAYANAN ANGKUTAN BERBASIS ONLINE DI KOTA PADANG Kurniati, Titi; Gunawan, Hendra; Nisya, Khairun
Jurnal Ilmiah Poli Rekayasa Vol 18, No 2 (2023): April
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jipr.18.2.299

Abstract

As a student city, the city of Padang is a residence for students from various regions. Limited public transportation in the city of Padang, students prefer to use online-based transportation for their mobility. This study aims to identify personal characteristics and travel experiences, satisfaction levels, and consumer interests of online-based transportation as a mode of transportation in the city of Padang. Research respondents are students and college students who study in the city of Padang. The online-based transportation used is Go-Jek. Data was collected through online questionnaire interviews. Data processing was carried out by descriptive statistical methods that described the characteristics of respondents, and statistical analysis of cross-tabulation was also carried out to find the level of influence between personal characteristics and travel experiences with online transportation. Analysis of the level of satisfaction and interest of online-based transportation consumers based on the Importance Performance Analysis (IPA) method. The average value of the level of satisfaction and consumer interest in aspects of service, reliability, comfort, security, and tariffs are 2.75 and 2.94, respectively. There are two attributes of facilities and services that are considered necessary. However, the level of service is not satisfactory, namely the availability of comfortable security devices for passengers and the availability of the fastest route.
ANALISIS KREDIT BERMASALAH DILIHAT DARI STANDAR NON PERFORMING LOAN (NPL) PADA PT. BANK MANDIRI (PERSERO) TBK Kurniati, Titi; Nurhayati, Nurhayati
INOVATOR Vol 9 No 1 (2020): MARET
Publisher : prodima@fe.uika-bogor.ac.id

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (301.819 KB) | DOI: 10.32832/inovator.v9i1.3001

Abstract

This study aims to examine how much Non Performing Loans at PT. Bank Mandiri (Persero) Tbk registered on the Stock Exchange for the 2014-2018 period. This research method uses descriptive methods including NPL analysis and hypothesis testing using significance test (t test). The results of the study stated that "Non Performing Loans (NPLs) at PT. Bank Mandiri (Persero) Tbk less than 5% than expected ", thus the banks must suppress the Non Performing Loan (NPL) to below 5% according to the health standard Non Performing Loan (NPL) ratio, with the level of Non Performing ratio Loans (NPL) that are low (less than 5%) are categorized as good banks and will also have an effect on increasing bank earnings, and in lending, banks are required to exercise caution because these credit facilities are high risk which can affect the business continuity of PT. Bank Mandiri (Persero) Tbk.
PENGARUH PEMASANGAN PEMBATAS JALAN TERHADAP LALU LINTAS (Studi kasus: Simpang Anduring Kota Padang) Gunawan, Hendra; Kurniati, Titi; Adilla, Mutiara
Jurnal Rekayasa Sipil Vol 20, No 3 (2024)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.20.3.199-208.2024

Abstract

Simpang Anduring merupakansimpang tiga lengan yang menghubungkan jalan Dr. Moh. Hatta-Jalan Andalas-Jalan M. Yunus. Pengaturan Simpang Anduring tanpa Alat Pemberi Isyarat Lalu Lintas (APILL), sehingga kendaraan yang bertukar arah akan menyebabkan terjadinya konflik. Walaupun konflik yang terjadi tergolong tidak serius tetapi kemacetan yang sering terjadi perlu mendapatkan penanganan Rekayasa Lalu Lintas. Tindakan yang dilakukan adalah memasang pembatas jalan. Tujuan penelitian ini untuk menentukan pengaruh pemasangan pembatas jalan ditinjau dari volume dan kecepatan kendaraan di persimpangan, serta mengetahui persentase penggunaan putaran balik sebagai dampak dipasangnya pembatas jalan. Data lalu lintas berupa volume dan kecepatan kendaraan dikumpulkan melalui video udara (drone). Uji hipotesis rata-rata dua populasi dilakukan untuk menentukan pengaruh pemasangan pembatas jalan. Pemasangan pembatas jalan berpengaruh pada volume lalu lintas secara signifikan pada α=0,05 untuk pergerakan lalu lintas jalan Andalas menuju jalan M. Yunus dan jalan Andalas menuju jalan Moh. Hatta.Pemasangan pembatas jalan berpengaruh secara signifikan pada α=0,05 untuk kecepatan rerata arah dari jalan Moh. Hatta ke jalan Andalas dan dari jalan M. Yunus ke jalan Moh. Hatta pada pagi hari, sedangkan pada waktu sore hari, tidak berpengaruh secara signifikan. Hal ini disebabkan tingginya hambatan samping pada waktu tersebut.
Strategy to Reduce the Use of Private Cars and Motorbikes to Campus to Support the Green Campus Program Kurniati, Titi; Yossyafra, Yossyafra; Amirna, Rahimmah
Andalasian International Journal of Applied Science, Engineering and Technology Vol. 3 No. 3 (2023): November 2023
Publisher : LPPM Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/aijaset.v3i3.108

Abstract

The United Nation states that vehicle fuel gas emissions from the transportation sector are a significant contributor to global warming. One of the preventative steps that universities can take is to limit the use of vehicles to and within the campus environment. Andalas University as one of the largest campuses in West Sumatra is very interested in taking an active role in reducing vehicle fuel gas emissions. The first aim of this research is to observe the ratio of vehicles entering campus to the campus population, and calculate the percentage reduction in private vehicle use, in order to increase the UI green metric level. Second, identifying potential private vehicle users who will switch to using Trans Padang public transportation. Traffic volume data collection is carried out using video recordings. A questionnaire interview survey was also carried out to analyze the campus population's preference for switching to public transportation. The survey results show that the volume of vehicles entering campus is more than twelve thousand vehicles. To achieve an increase in the value of one level of the UI green metric requires a reduction in private vehicles of 63.4%. The results of the chi-square test for the variables of employment, private vehicle ownership, and monthly income influence the variable frequency of private vehicle use. Users of motorbikes, private cars, online taxis and paratransit wish to shift mode using Trans Padang, and conventional motorcycle taxi users really wish to shift mode using Trans Padang.
Pengaruh Lebar Lajur Lalu Lintas Terhadap Kecepatan Kendaraan Pada Jalan Perkotaan Kurniati, Titi
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 3 (2024): September 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.3.173-179.2024

Abstract

The design of the road lane width plays an important role in controlling vehicle speed. Controlled vehicle speed will have an impact on traffic safety. The purpose of this study was to determine the effect of traffic lane width on average operating speed. Traffic lane width and vehicle speed on urban road sections were analyzed using 2019 data collected through recording using a video camera. A total of 12,273 instantaneous vehicle speed data were collected on four road sections with similar facilities and traffic conditions but different lane widths in the urban area of ​​Padang City. Data on the relationship between speed and lane width are presented descriptively statistically. To test the difference in average operating speed of each traffic lane width, the ANOVA approach was used. Meanwhile, to test the operating speed between two (2) lane widths, a hypothesis test was carried out at a 95% confidence level. The results of the ANOVA test concluded that there was a significant difference in operating speed with different traffic lane widths. Likewise, the results of the hypothesis test conclusion showed that there was a significant difference in average operating speed between lane widths of 3.25m, 3.50m, 3.75m and 4.15m.
PENGARUH LINGKUNGAN KERJA FISIK TERHADAP KEPUASAN KERJA PEGAWAI PADA DINAS PERPUSTAKAAN KOTA BIMA Kurniati, Titi; Jaenab, Jaenab
SULTANIST: Jurnal Manajemen dan Keuangan Vol. 8 No. 1 (2020): Juni
Publisher : Sekolah Tinggi Ilmu Ekonomi Sultan Agung Pematangsiantar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37403/sultanist.v8i1.195

Abstract

This study aims to find out how much influence the Physical Work Environment on Employee Job Satisfacion (Study of the Bima City Library Departement employees). While the formulation of the problem of this research is whether the Work Environment affects the Employee Job Satisfacion (Study of the Bima City library staff). The research instrument used a questionnaire. The type of research  used Associative, this study was conducted at the Bima City Library Office, the population in this study was a total of 43 employees and the sample used in this study amounted to 30 employees using purposive sampling technique (sampling based on criteria). Data analysis used is a simple linear regression analysis using the equation, namely: Y = a + bx. The results of the initial analysis show that the indicators used are valid for measuring existing variables. The result of subsequent analyzes show that the Physical Work Environment variable influences the regression coefficient of 0.752Keywords: Physical Work Environment, Employee Job Satisfacion
Evaluasi Geometrik Median Dan Kinerja Bukaan Median Pada Jalan Bypass Kota Padang Kurniati, Titi; Gunawan, Hendra; Saputra, Alfi
Jurnal Rekayasa Sipil (JRS-Unand) Vol. 17 No. 3 (2021)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.17.3.218-227.2021

Abstract

Jalan Padang By Pass menghubungkan dua gerbang utama Provinsi Sumatra Barat, yaitu Bandar Udara Internasional Minangkabau dan Pelabuhan Teluk Bayur. Sejak tahun 2018, tipe jalan ini menjadi empat lajur dua arah terbagi. Fasilitas pelengkap pada jalan terbagi adalah median dan bukaan median. Penempatan dan jarak antar bukaan median pada jalan Padang ByPass terindikasi tidak memenuhi persyaratan teknik sehingga dapat membahayakan pengguna jalan. Untuk itu perlu dilakukan evaluasi geometrik dan kinerja.  Pengumpulan data primer dilakukan melalui survei lapangan, yaitu pengukuran geometrik median dan bukaan median serta perekaman data volume dan waktu tunggu kendaraan melakukan putar balik di bukaan median. Perekaman data volume lalu lintas dan waktu putar balik dengan perekaman video dilakukan untuk jam sibuk pagi (06.00-08.00), jam sibuk siang (12.00-14.00) dan jam sibuk sore (16.00-18.00) WIB. Pembacaan data dari video menggunakan aplikasi  FILMORA9. Hasil survei geometrik ditampilkan secara deskriptif dan dievaluasi dengan membandingkan kondisi geometrik standar yang ditetapkan dalam  SNI 2444/2008.  Evaluasi kinerja bukaan median didasarkan pada waktu  tunggu mengikuti Peraturan Menteri Perhubungan Republik Indonesia nomor 96 tahun 2015.  Hasil evaluasi geometrik median jalan By Pass disimpulkan sesuai standar SNI 2444/2018. Ukuran panjang bukaan median dalam wilayah studi tidak memenuhi SNI 2444/2018 yaitu 12 meter. Panjang bukaan median eksisting di lapangan adalah 5-11 m. Jarak antar  median pada sta 7+682, 8+041, 8+251, 8+602 yaitu 255, m, 335,1 m, 199,1 m, 125,5 m. Kondisi ini tidak memenuhi standar SNI 2444/2018 karena kurang dari 500 m.  Tiga bukaan median lainnya memenuhi syarat dengan jarak 565,4 m, 625 m, dan 841 m.   Tingkat pelayanan C terjadi pada bukaan median sta 7+682 dan sta 8+602, sedangkan lima stationing lainnya  dengan tingkat pelayanan B. Pada sta 7+682 tingginya volume kendaraan yang putar balik dengan panjang bukaan median 8,5 m terjadi waktu tunggu di antrian 16 detik/kendaraaan. Pada sta 8+602 panjang bukaan median hanya 5 m, cukup sulit bagi kendaraan ringan untuk melakukan manuver putar balik pada lokasi tersebut. Waktu tunggu di antrian 23 detik/kendraan dan panjang antrian 1081 m. Tingkat pelayanan C harus ditingkatkan menjadi B sesuai PerMenHub RI no.96/2015, yaitu dengan dengan menambah panjang bukaan median pada stasioning tersebut dan jika tidak memungkinkan bukaan median sebaiknya ditutup.
Pengaruh Pemasangan Pembatas Jalan Terhadap Lalu Lintas (Studi kasus: Simpang Anduring Kota Padang) Gunawan, Hendra; Kurniati, Titi; Adilla, Mutiara
Jurnal Rekayasa Sipil (JRS-Unand) Vol. 20 No. 3 (2024)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.20.3.199-208.2024

Abstract

Simpang Anduring merupakansimpang tiga lengan yang menghubungkan jalan Dr. Moh. Hatta-Jalan Andalas-Jalan M. Yunus. Pengaturan Simpang Anduring tanpa Alat Pemberi Isyarat Lalu Lintas (APILL), sehingga kendaraan yang bertukar arah akan menyebabkan terjadinya konflik. Walaupun konflik yang terjadi tergolong tidak serius tetapi kemacetan yang sering terjadi perlu mendapatkan penanganan Rekayasa Lalu Lintas. Tindakan yang dilakukan adalah memasang pembatas jalan. Tujuan penelitian ini untuk menentukan pengaruh pemasangan pembatas jalan ditinjau dari volume dan kecepatan kendaraan di persimpangan, serta mengetahui persentase penggunaan putaran balik sebagai dampak dipasangnya pembatas jalan. Data lalu lintas berupa volume dan kecepatan kendaraan dikumpulkan melalui video udara (drone). Uji hipotesis rata-rata dua populasi dilakukan untuk menentukan pengaruh pemasangan pembatas jalan. Pemasangan pembatas jalan berpengaruh pada volume lalu lintas secara signifikan pada α=0,05 untuk pergerakan lalu lintas jalan Andalas menuju jalan M. Yunus dan jalan Andalas menuju jalan Moh. Hatta.Pemasangan pembatas jalan berpengaruh secara signifikan pada α=0,05 untuk kecepatan rerata arah dari jalan Moh. Hatta ke jalan Andalas dan dari jalan M. Yunus ke jalan Moh. Hatta pada pagi hari, sedangkan pada waktu sore hari, tidak berpengaruh secara signifikan. Hal ini disebabkan tingginya hambatan samping pada waktu tersebut.
Co-Authors Abdul Latif Abdul Latif Adilla, Mutiara Alfi Saputra Aminuyati Amirna, Rahimmah Aner Yuweti Anita Agustina, Anita Annisa Septia Wulandari Aranaia, Vika Cintya Nurika Irma Cut Dona Kordelia Dony Zulputra Eka Hasmatati Putri Elsa Eka Putri Febryan Maulana Putra Gunawan, Hendra Hanny Hafiar HENDRA GUNAWAN B11211055 Hidayat Hidayat Ikhsan, Muhamad Nurul Ikhsan Jaenab, Jaenab Jayawarsa, A.A. Ketut Makarima Insa, Jualita Murniasih, Siti Nisya, Khairun Novan Ardy Wiyani Nurhayati Nurhayati Oktiyawati, Emi Putri, fadila Auliya Restania Anissa Pelawi Rizal, Ghulam Arif Saipurahman, Saipurahman Saputra, Alfi Siti Murniasih Sujana Suryadinata Suryadinata, Sujana Wahyu Agus Setiawan Widowati, Jesika Wisnu Wijaya Yosritzal, Yosritzal Yossyafra Yossyafra Yukhsan Wakhyudi, Yukhsan Wakhyudi