Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/30888
Title: Analisis Kinerja Persimpangan Tak Bersinyal pada Jalan Pertahanan dan Jalan Tangkahan Batu di Kecamatan Patumbak Kabupaten Deli Serdang
Other Titles: Performance Analysis of the Unsignalized Intersection at Jalan Pertahanan and Jalan Tangkahan Batu in Patumbak District, Deli Serdang Regency
Authors: Simamora, Rocky Handoko
metadata.dc.contributor.advisor: Rangkuti, Nuril Mahda
Keywords: unsignalized intersection;traffic performance;PKJI 2023;degree of saturation;delay;simpang tak bersinyal;derajat kejenuhan;tundaan
Issue Date: 7-Apr-2026
Publisher: Universitas Medan Area
Series/Report no.: NPM;218110068
Abstract: Pertumbuhan kota yang pesat, khususnya di Patumbak, menyebabkan peningkatan volume lalu lintas yang signifikan. Penelitian ini bertujuan untuk menganalisis kinerja lalu lintas pada simpang tak bersinyal di Jalan Pertahanan dan Jalan Tangkahan Batu berdasarkan parameter kapasitas, derajat kejenuhan, dan tundaan. dengan menggunakan metode Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. Survei dilakukan selama tiga hari pada jam-jam puncak. Hasil analisis menunjukkan bahwa kinerja simpang berada pada tingkat pelayanan C dengan kapasitas 2201,98 Smp/Jam dengan derajat kejenuhan 0,93 dan tundaan 12,39 det/kend. Kondisi ini menunjukkan simpang mengalami kinerja lalu lintas yang tidak baik dan membutuhkan intervensi perbaikan seperti pelebaran jalan atau pemasangan sinyal lalu lintas. The rapid urban growth, particularly in the Patumbak , has led to a significant increase in traffic volume. This study aims to analyze the traffic performance at an unsignalized intersection located at Jalan Pertahanan and Tangkahan Batu based on capacity, degree of saturation, and delay parameters using the Indonesian Highway Capacity Guidelines (PKJI) 2023. The survey was conducted over three days during peak hours. The analysis results indicate that the intersection operates at Level of Service (LOS) C, with a capacity of 2201,98 pcu/hour, a degree of saturation of 0.93, and an average delay of 12.39 seconds/vehicle. These conditions suggest poor intersection performance, necessitating improvement measures such as road widening or the installation of traffic signals.
Description: 98 Halaman
URI: https://repositori.uma.ac.id/handle/123456789/30888
Appears in Collections:SP - Civil Engineering

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218110068 - Rocky Handoko Simamora - Chapter IV.pdf
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