Rachmansyah Bagas Arviandi, Nurani Hartatik, aditya rizkiardi

ANALISIS VOLUME LALU LINTAS JALAN RAYA KAPAS KRAMPUNG, SURABAYA, JAWA TIMUR

Introduction

Analisis volume lalu lintas jalan raya kapas krampung, surabaya, jawa timur. Analisis volume lalu lintas Jalan Raya Kapas Krampung, Surabaya. Meneliti kemacetan akibat antar jemput siswa & parkir liar menggunakan PKJI 2023. Puncak lalu lintas 2198,9 skr/jam.

Abstract

Jalan Raya Kapas Krampung merupakan salah satu jalan di Kota Surabaya dengan panjang jalan 1.358 meter dengan tipe jalan 2/2 TT dengan lebar lajur 3,5 meter dan jumlah jalur adalah 2 lajur, dengan lebar kereb adalah 1 meter. Penelitian ini dilakukan untuk mengetahui volume lalu lintas karena sering terjadinya kemacetan di Jalan Raya Kapas Krampung Surabaya. Adapun sebab terjadinya kemacetan yaitu banyaknya aktivitas antar jemput siswa dan kendaraan yang parkir tidak pada tempatnya. Maka perlu dilakukan analisa volume lalu lintas menggunakan manual count pada ruas jalan ini. Metode penelitian ini dilakukan secara kuantitatif menggunakan Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. Perolehan data berasal dari data primer, data Primer adalah data dari survei lalu lintas yang telah dilakukan di lapangan pada Ruas Jalan Raya Kapas Krampung Surabaya. Hasil analisis menunjukkan jam puncak volume arus lalu lintas terjadi pada hari Jumat 13 September 2024 pukul 16.00 – 17.00 dengan total 2198,9 skr/jam.

Review

This paper, "ANALISIS VOLUME LALU LINTAS JALAN RAYA KAPAS KRAMPUNG, SURABAYA, JAWA TIMUR," addresses a pertinent issue in urban transportation planning: traffic congestion on a critical road section. Focusing on Kapas Krampung Road in Surabaya, a 1358-meter thoroughfare with a 2/2 TT configuration and 3.5-meter lane widths, the study aims to quantify traffic volume. The impetus for this research stems from frequent traffic jams attributed by the authors to high student pick-up/drop-off activities and unauthorized vehicle parking, highlighting a common challenge in dense urban environments. Methodologically, the research employs a quantitative approach, utilizing a manual count technique to gather primary traffic data directly from the field. This data collection adheres to the guidelines stipulated by the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023, a standard practice that lends credibility to the analysis. The study's core finding identifies a distinct peak hour for traffic volume on Friday, September 13, 2024, between 16:00 and 17:00, with an observed total volume of 2198.9 standard car units per hour (skr/jam). The study's strength lies in its direct, primary data collection and the application of a nationally recognized methodology (PKJI 2023), providing a solid baseline measurement of traffic volume. However, while the abstract effectively identifies potential contributing factors to congestion, the presented analysis primarily reports the peak volume without explicitly delving into how these factors, such as student transport or illegal parking, quantitatively influence the observed volume or how the volume relates to the road's capacity. Future research could expand upon this by conducting a more detailed operational analysis, correlating traffic volume with the stated causes of congestion, and further analyzing the level of service based on the road's capacity to provide a more comprehensive picture for effective traffic management strategies.

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