Article Per Year (5 Year)
p-Index From 2021 - 2026
0.444
P-Index
This Author published in this journals
All Journal Ganec Swara
Rohani Rohani
Jurusan Teknik Sipil Universitas Mataram

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
PENENTUAN EKIVALENSI MOBIL PENUMPANG (EMP) PADA JALAN LUAR KOTA DENGAN TIPE ALINYEMEN BUKIT (STUDI KASUS JALAN H. MANSUR, PUSUK KABUPATEN LOMBOK UTARA): Determination Of Passenger Car Equivalence (PCU) On Road Outside The City With Hill Alignment Type (Case Study Of H. Mansur Road, Pusuk, North Lombok Regency) Rohani Rohani; Hasyim Hasyim; Yola Sari Rosita
Ganec Swara Vol. 19 No. 2 (2025): Juni 2025
Publisher : Yayasan Al-Amin Qalbu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59896/gara.v19i2.248

Abstract

Currently, traffic conditions are certainly quite significantly different when compared to traffic conditions when the MKJI 1997 was created, which was almost 28 years old. The rural roads, the characteristics of traffic flow today with flat, hilly and mountain alignment types are certainly different from 28 years ago, which makes the pce value in the 1997 MKJI also different, where this pce is used to convert traffic flow so that the unit which was originally vehicles/hour becomes pcu/hour. Therefore, it is necessary to conduct research on Jalan H. Mansur, Pusuk which is rural road with a hill alignment type because it has a gradient of 11.34%, with a 2/2 UD road type. The purpose is to find out the pce value using the Time Headway method and then compare it with the pce value of MKJI 1997. The results obtained are differences in the pce value with this method and the pce value listed in MKJI 1997. With the Time Headway method, the pce value for MC is 0.84, MHV 1.30, and pce LT is 1.34. So with the time headway method, the pce for MC is greater than that of MKJI 1997, while for MHV and LT the pce value is smaller than MKJI 1997
ANALISIS TINGKAT PELAYANAN SIMPANG TAK BERSINYAL MENGGUNAKAN METODE MKJI DAN GAP ACCEPTANCE: Analysis Of The Level Of Service At Unsignalized Intersection Using The Method of MKJI And The Acceptance Gap Benny Febriyansyah; Ida Ayu Oka Suwati Sideman; Rohani Rohani
Ganec Swara Vol. 20 No. 1 (2026): Maret 2026
Publisher : Yayasan Al-Amin Qalbu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59896/gara.v20i1.622

Abstract

The Guru Bangkol – Nuraksa Street intersection is one of the unsignalized intersections in Mataram City located in a densely populated residential area, with commercial services, services including health and education, thus having high traffic potential. This raises the need for research on intersection performance analysis. This research was conducted using two analyses, namely based on the 1997 Indonesian Road Capacity Manual (MKJI) and Gap Acceptance (GA). The results of the data analysis show that based on the MKJI, the level of service (LOS) of the intersection is E because it has a saturation degree of 0.94. Meanwhile, based on GA, the LOS of the intersection is in category D, because it has a delay of 28,880 seconds/vehicle. This difference is potentially caused by the behavior of drivers who use areas that are not intended for their intended use such as the shoulder, sidewalk and opposite lane. In the future, research is highly expected on the utilization of road safety support spaces that have the potential to cause side obstacles around the intersection
Co-Authors Benny Febriyansyah Hasyim, Hasyim Ida Ayu Oka Suwati Sideman Yola Sari Rosita