Article Per Year (5 Year)
p-Index From 2021 - 2026
1.152
P-Index
This Author published in this journals
All Journal POROS TEKNIK Jurnal Teknik Sipil JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Jurnal IMPACT: Implementation and Action Jurnal Teknologi Berkelanjutan
Hawinuti, Riska
Unknown Affiliation
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Electrical & Electronics Engineering Engineering Materials Science & Nanotechnology Transportation Other

Published : 12 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 12 Documents
Search

 1   2 
PERHITUNGAN SIMPANG TAK BERSINYAL PADA JALAN TRIKORA – JALAN A. YANI (LIANG ANGGANG) KILOMETER 19 BANJARBARU Hawinuti, Riska
Jurnal Teknologi Berkelanjutan Vol 13 No 01 (2024): Vol 13 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jtb.v13i01.256

Abstract

Jalan Trikora and Jalan A.Yani (Liang Anggang), Banjarbaru as one of the alternative routes connecting the cities of Banjarbaru, Banjarmasin, and Pelaihari have a very important role to supporting transportation flow and economic activities in the surrounding area. The choice of this location for research is due to the consistent traffic congestion at the unsignalized intersection during mornings, afternoons, and evenings, despite road widening and bridge improvements in the vicinity. The aim of this article is to calculate the traffic volume and peak road capacity at the Unsignalized Intersection at Jalan Trikora - Jalan A. Yani (Liang Anggang) Kilometer 19, Banjarbaru. This research method involves surveying and direct field observation to gather input data, which are then analyzed to obtain the desired performance results. The calculations will follow the guidelines of PKJI 2014, Chapter: Intersections. Based on the calculation results, the highest traffic volume occurred on Tuesday, June 06, 2023, from 11.00 to 12.00 WITA, reaching 2.228,00 pcu/hour, with a road capacity of 3.264,03 pcu/hour, a saturation degree of 0,681, and a delay value of 11,826 seconds/pcu, resulting in a service level classification of "B".
Perbandingan Kinerja Simpang Empat Tidak Bersinyal BRI KC Kota Kandangan dengan Metode MKJI 1997 dan PKJI 2023 Hawinuti, Riska
Jurnal Teknologi Berkelanjutan Vol 14 No 01 (2025): Vol 14 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jtb.v14i01.298

Abstract

The use of the Manual Kapasitas Jalan Indonesia (MKJI) 1997 as a guideline for the design and evaluation of a road or intersection in Indonesia, after being used for approximately 26 years, was finally updated with the issuance of the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. The object of this research is the BRI KC Kandangan Four-Way Intersection located on Panglima Batur Street, S. Parman Street and Merah Johansyah Street, Kandangan City. As one of the vital intersections that is part of the Trans Kalimantan route, this junction often experiences traffic congestion at certain times due to the influence of traffic volumes during peak office and school hours. Furthermore, this area serves as an intersection leading to the banking and market areas. The objective of this research is to calculate traffic volume, intersection capacity, degree of saturation, delay and level of service at the BRI KC Kandangan Unsignalized Four-Way Intersection. The data collection methodology for this study involves direct field surveys to obtain the required data, followed by calculations using the guidelines from MKJI 1997 and PKJI 2023. The calculation results with respective values for MKJI 1997 and PKJI 2023 show that the highest traffic volume occurred on Thursday, May 16, 2024 at 16.15-17.15 WITA of 476,80 PCU/hour and Thursday, May 16, 2024 at 16.45-17.45 WITA of 262,80 PCU/hour; for intersection capacity of 2.339,809 PCU/hour and 2.326,587 PCU/hour; the intersection delay value obtained was 11,370 seconds/vehicle and 8,786 seconds/vehicle and degree of saturation was 0,654 and 0,381 and with the level of service criteria being "B".
Co-Authors Daniel Happy Putra DWI SURYANTO Gazalie, Rifanie Melia Megawati Muhammad Helmi NAIMAH, RAHMATUL JANNATIN Nurwijayanti Rifanie Gazalie Sembiring, Rinawati Suprianus, Suprianus Surat, Surat Tomy Isanto