Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/23613
Title: Analisa Kinerja Persimpangan Tak Bersinyal Pasar V Timur Medan
Other Titles: Performance Analysis of Unsignalized Intersections at Pasar V Timur Medan
Authors: Silaban, Jeremi Immanuel
metadata.dc.contributor.advisor: Hermanto, Edy
Keywords: Kineraja Persimpangan;Derajat Kejenuhan;Tundaan;Peluang Antrian;Tingkat pelayanan;Performance;Degree of saturation
Issue Date: 2022
Publisher: Universitas Medan Area
Series/Report no.: NPM;158110083
Abstract: Penelitian Analisa Kinerja Persimpangan Tak Bersinyal ini dilakukan di persimpangan Pasar V Timur Medan karena pada persimpangan tersebut mempunyai tingkat kepadatan yang cukup besar. Karena itu perlu melakukan penelitian pada area persimpangan tersebut dengan menggunakan Manual Kapasitas Jalan Indonesi (MKJI1997). Penelitian ini bertujuan khusus untuk meneliti pergerakan kendaraan pada persimpangan apakah sudah baik apa belum, mulai dari perhitungan analisis dikerjakan menggunakan rumus-rumus yang tercantum pada Manual Kapasitas Jalan Indonesia 1997. Data primer yang diambil dalam penelitian ini berupa data geometric jalan,kemudian kondisi lapangan, kecepatan lalu lintas, volume lalu lintas, dan penggunaan sinyal yang tak terdapat pada persimpangan tersebut. Berdasarkan hasil penelitian didapat hasil tundaan tersebut 16,8 detik untuk persimpangan khususnya Pasar V Timur Medan dan peluang antrian 13,39037 batas ambang bawah. Untuk kapasitas tingkat pelayanan B (Arus Lancar) This unsignalized intersection performance analysis research was conducted at the Road V Est Medan intersection because the intersection has a fairly large density level. Therefore,it necessary to conduct research on the intersection area using the Indonesian Road Capacity Manual (MKJI1997). This study specifically aims to examine the movement of vehicles at the intersection wheter it is good or not, starting from the calculation of the analysis carried out using the formulas listed in the 1997 indonesian road capacity manual. The primary data take in this study where road geometric data, then field condition traffic speed, traffic volume, and use of signal not present at the intersection based on the study, it was found that the delay was found that delay was 16,8 second for the interceptions, especially Pasar V est Medan and the queing opportunity was 13,39037 the lower threshold. For service level capacity B (Current Flow).
Description: 85 Halaman
URI: https://repositori.uma.ac.id/handle/123456789/23613
Appears in Collections:SP - Civil Engineering

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158110083 - Jeremi Immanuel Silaban - Fulltext.pdfCover, Abstract, Chapter I, II, III, V, Bibliography1.86 MBAdobe PDFView/Open
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