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All Journal Jurnal AKAL: Abdimas dan Kearifan Lokal International Journal on Livable Space
Dewi Rintawati
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Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Economics, Econometrics & Finance Public Health Social Sciences Transportation

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PENYULUHAN PEMILIHAN WARNA UNTUK MENINGKATKAN KUALITAS RUMAH DI RW 02 KELURAHAN KRENDANG, JAKARTA BARAT Ristya Arinta Safitri; Rizki Fitria Madina; Dewi Rintawati
Jurnal AKAL: Abdimas dan Kearifan Lokal Vol. 4 No. 1 (2023): Jurnal AKAL : Abdimas dan Kearifan Lokal
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/akal.v4i1.14727

Abstract

Permukiman di Kelurahan Krendang, Kecamatan Tambora merupakan salah satu pemukiman padat penduduk dan padat bangunan yang ada di Kota Jakarta. Jarak antar bangunan yang sangat berdekatan serta ukuran rumah yang kecil menyebabkan munculnya beberapa permasalahan lingkungan dan kesehatan. Rumah merupakan kebutuhan primer manusia sebagai tempat berlindung. Rumah yang layak huni memiliki beberapa kriteria yaitu; keselamatan bangunan, dan kecukupan minimum luas bangunan, serta kesehatan penghuni. Selain itu rumah layak huni juga harus memenuhi kenyamanan dan keamanan penghuni. Rumah sempit dapat diakali dengan pemilihan warna yang tepat sehingga berkesan bersih dan luas. Selain itu paduan warna juga menciptakan karakter yang berbeda pada tiang ruangan. Pada pemukiman warga RW02, perlu adanya perbaikan rumah untuk meningkatkan kualitas hidup. Hasil wawancara dan survei awal menunjukan warga belum mengetaui mengenai pemilihan warna yang dapat meningkatkan kenyamanan pada rumah. Sehingga diperlukan penyuluhan dan konsultasi untuk warga mengenai hal tersebut. Hasil dari penyuluhan dan konsultasi yang dilakukan adalah antusiasme warga untuk mengetahui warna yang dapat dipergunakan di rumah cukup tinggi. Hasil tes paska penyuluhan juga menunjukan peningkatan pengetahuan warga mengenai pemilihan warna.
PERFORMANCE ANALYSIS OF JALAN PIET A. TALLO IN KUPANG CITY Ivana Annabella Adam; Christina Sari; Budi Hartanto Susilo; Dewi Rintawati
International Journal on Livable Space Vol. 8 No. 2 (2023): IDENTIFICATION OF RISK AND PERFORMANCE
Publisher : Jurusan Arsitektur - FTSP - Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/livas.v8i2.19469

Abstract

Jalan Piet A. Tallo is a major arterial road connecting several areas with the city center of Kupang. The large traffic flow that passes through Jalan Piet A. Tallo, resulting in traffic congestion during rush hour, is the background of this research. This research aims to determine the right alternative solution to reduce traffic congestion on Jalan Piet A. Tallo. This research uses a descriptive method by obtaining data directly from surveys and analyzing the data according to the guidelines of the 1997 Indonesian Road Capacity Manual (MKJI). Then, the analysis produces values for the degree of saturation (DS) and level of service (LOS) of the road. Overall, from the results of this research, traffic jams are caused by several factors; namely, there is a narrowing of the road from road type 4/2 D to type 2/2 UD, many vehicles enter and exit from Jalan M. Sabaat to Jalan Piet A. Tallo, and many drivers still violate traffic signs. Therefore, an alternative that can be done is to contact the relevant authorities about the prohibition of right turns onto Jalan M. Sabaat and the need to install road dividers from STA 0+300 to STA 0+550. Apart from this, the road can be widened by 1.7 m in the inner city lanes so that the degree of saturation (DS) during the afternoon rush hour can be reduced by 12.67% to 0.875. Another alternative is to change the road geometry from type 2/2 UD to 4/2 D and build a new connecting bridge. Thus, the degree of saturation (DS) during the afternoon rush hour decreases by 52.89% to 0.472. This value shows that the traffic flow is stable and the speed is controlled. Keywords: Road Performance, Congestion, Piet A. Tallo Road, Kupang City
THE PLANNING OF DRAINAGE SYSTEM OF TAWANG STATION TO TANJUNG MAS HARBOR Wahyu Sejati; Christina Sari; Dina Paramitha Anggraeni Hidayat; Dewi Rintawati
International Journal on Livable Space Vol. 9 No. 2 (2024): URBAN SPATIAL ELEMENT AND WATER AVAILABILITY
Publisher : Jurusan Arsitektur - FTSP - Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/livas.v9i2.21086

Abstract

Freight transportation by rail is considered to be more time-efficient than road transportation. In response, the government has activated the freight rail line between Tawang Station and Tanjung Emas Port.Objectives: This study focuses on solving drainage system problems by designing a drainage channel.Methodology: This study uses hydrological and hydraulic calculations that are needed to get drainage design.Conclusion, Significance and Implication: The open space condition along the section of Stasiun Tawang – Pelabuhan Tanjung Emas from Km.0+275 to Km. 0+660 meets the standards ranging from 2.44 to 10.87 meters, while the standard used is 2.35 to 2.53 meters. Therefore, a drainage canal can be constructed. The results of the hydrological analysis show the planned flood discharge for 5-10 years. For 5 years, it is 0.906075 m³/sec, and for 10 years, it is 1.029242 m³/sec. The design for the new spillway includes trapezoidal and rectangular shapes. The trapezoidal design uses a cross-sectional width of 0.60 meters and a channel height of 0.70 meters, while the rectangular design uses a cross-sectional width of 0.80 meters and a channel height of 1.00 meters.
EVALUATION OF PAVEMENT THICKNESS FOR THE APRON DEVELOPMENT AT SULTAN HASANUDDIN AIRPORT MAKASSAR USING THE ACN/PCN METHOD Dewi Rintawati; Sari, Christina; Andhita Vinka Octaviani
International Journal on Livable Space Vol. 10 No. 1 (2025): INFRASTRUCTURE DEVELOPMENT, DESIGN, AND REHABILITATION STRATEGIES
Publisher : Jurusan Arsitektur - FTSP - Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/livas.v10i1.21158

Abstract

Sultan Hasanuddin Airport in Makassar has experienced an 11% increase in passenger traffic and a 9% annual growth in aircraft movements. In 2019, Sultan Hasanuddin Airport undertook an apron development to address these needs. An evaluation of the development was conducted to determine the appropriate apron pavement thickness. Aims: The aim of this study is to evaluate the apron pavement thickness by comparing conventional calculations with the existing conditions. Methodology and results: The calculation methods compared three approaches: conventional methods and the ACN/PCN system. The study results using the ACN/PCN method require aggregate design thicknesses for the pavement. The thicknesses for each apron development area are 84 cm, 91 cm, and 93 cm. Conclusion, significance and impact study: Comparing the results of the three methods with the current conditions, which are 95 cm and 110 cm, the pavement thicknesses from the 2019 development—84 cm, 91 cm, and 93 cm—are safe for up to 20 years and are capable of supporting the planned B777-300 aircraft according to the design specifications.
Co-Authors Andhita Vinka Octaviani Budi Hartanto Susilo Christina Sari Dina Paramitha Anggraeni Hidayat Ivana Annabella Adam Ristya Arinta Safitri Rizki Fitria Madina Sari, Christina Wahyu Sejati