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All Journal Rang Teknik Journal Jurnal Planologi dan Sipil (JPS)
Veronika Veronika
Universitas Bung Hatta
Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Environmental Science Social Sciences Transportation

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ANALISIS FAKTOR PENYEBAB KEMACETAN PADA RUAS JALAN SIMPANG TUNGGUL HITAM SAMPAI DENGAN DEPAN BASKO GRAND MALL, AIR TAWAR, KOTA PADANG, SUMATERA BARAT Eko Prayitno; Veronika Veronika
JURNAL PLANOLOGI DAN SIPIL (JPS) Vol 1 No 1 (2019): JPS Volume 1 Nomor 1, Februari 2019
Publisher : LEMBAGA PENELITIAN DAN PENGABDIAN KEPADA MASYARAKAT (LPPM)

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Abstract

Congestion occurs due to increased vehicle and very rapid population growth in the city of Padang. The problem of congestion is generally caused by the physical limitations of urban land, economic and social aspects and culture of the community, these very aspects determining the moral, discipline and human behavior as users of transportation. The purpose of this study is to identify the causes of congestion, knowing the volume of vehicle traffic, knowing the average daily and to find out the capacity at the junction of the black stump road up to the front of the basko grand mall. The highway is a road transport infrastructure play a role very important in the transport sector, especially in the continuity of the distribution of goods and services. To get effective data on traffic volume and road junction up to the front of the black stump basko grand mall to do the survey. Calculation on the road junction of the black stump up front with basko grand mall is done according to the Direktorat Jendral Bina Marga. The peak hours for a motorcycle happened at 17.00-18.00 Gmt bypassed 3795 vehicles. Private car at 17.00-18.00 Gmt with the amount of 1257 vehicles. For Pick up and the Minibus occurred at 07.00-08.00 am passed 380 vehicles. For micro trucks and cars by the groom at 17.00-18.00 Gmt with a population of 75 vehicles. Mini bus or minibus at 17.00-18.00 Gmt with a population of 91 vehicles. For large buses at 17.00-18.00 Gmt with the number of 66 vehicles.
TINGKAT PELAYANAN JALAN DIDEPAN SAHABAT JAYA SENTOSA (SJS) PLAZA KOTA PADANG Eko Prayitno; Veronika Veronika
Rang Teknik Journal Vol 4, No 1 (2021): Vol. 4 No. 1 Januari 2021
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (326.9 KB) | DOI: 10.31869/rtj.v4i1.1928

Abstract

Terciptanya suatu sistem transportasi yang menjamin pergerakan manusia, kendaraan dan barang secara lancar, aman, nyaman dan sesuai dengan lingkungan, merupakan tujuan pembangunan. Dalam perencanaan, perancangan dan penetapan berbagai kebijakan sistem transportasi, teori pergerakan arus lalu lintas memegang peranan penting. Arus lalu lintas yang melewati suatu ruas jalan tidaklah konstan, tetapi tergantung dari pola kegiatan dan tingkat pertumbuhan pemakai jalan, karena semakin besarnya pertumbuhan akan mengakibatkan kemacetan pada ruas jalan yang dilewatinya. Volume lalu lintas dapat didefinisikan sebagai jumlah kendaraan yang melewati bagian panjang tertentu pada suatu jalur atau jalan dalam jangka waktu tertentu. Pada arus lalu lintas sering terjadi kendaraan yang saling beriringan dengan kecepatan yang sangat beragam serta banyaknya kapasitas kendaraan yang melewati jalur atau jalan yang sama sehingga akan menimbulkan kepadatan. Hambatan samping adalah dampak terhadap kinerja lalu lintas dari aktivitas segmen jalan. Hasil analisa data yang telah dilakukan, tahap I hari senin 07 Oktober 2019, didapatkan nilai volume atau kapasitas sebesar 3360 smp/jam, nilai level of service adalah 0,47 dan mempunyai level of service C. Tahap II hari sabtu, 12 Oktober 2019 didapatkan nilai volume atau kapasitas sebesar 3643,12 smp/jam, nilai level of service adalah 0,70 dan mempunyai level of service D.
KAJIAN KINERJA PERSIMPANGAN TIDAK BERSINYAL (STUDI KASUS : PERSIMPANGAN TIGA GADUT, JALAN RAYA INDARUNG – BANDAR BUAT, KOTA PADANG) Eko Prayitno; Veronika Veronika
Rang Teknik Journal Vol 2, No 2 (2019): Vol. 2 No. 2 Juni 2019
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (256 KB) | DOI: 10.31869/rtj.v2i2.1183

Abstract

The highway is one of the infrastructure for the smooth traffic. One part of the road that are considered necessary to be analyzed and evaluated is an intersection. Three Gadut intersection is non signalized intersection. The traffic flow is quite dense, and lack of discipline of road user factors competing space to pass the crossing, resulting in congestion is very influential on traffic conditions at peak hours in the morning, afternoon and evening. Prior to conducting the survey, the first to do is survey the condition of the intersection that includes geometric characteristics and traffic volume. From the analysis of environmental data, side friction factor to the junction of three Gadut is the criteria being. Rated capacity (C) the smallest is 3706.3 smp/hour, the degree of saturation of 1.1 smp/hour. This value is over the limit permitted values manually indonesian road capacity of 0.8 to 0.9 (1.1> 0.9), it is concluded that the traffic flow is the crossroads of three Gadut saturated traffic flow. The queue probability value between 128.8% - 157.4% with a total delay largest average 11.57 seconds/smp. It is concluded that the chances of a queue at the intersection of three Gadut very large, so it could cause congestion.
Co-Authors eko prayitno