Manajemen Lalu Lintas Di Persimpangan Jl. Menur Pumpungan Dengan Jl. Manyar Indah Raya Dan Jl. Manyar Tirtoyoso Surabaya

Hastalina, Santi (2008) Manajemen Lalu Lintas Di Persimpangan Jl. Menur Pumpungan Dengan Jl. Manyar Indah Raya Dan Jl. Manyar Tirtoyoso Surabaya. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Bertambahnya sarana transportasi yang tidak didukung oleh prasarana transportasi yang memadai akan mengakibatkan terhambatnya pergerakan lalu lintas pada suatu daerah. Hal ini terjadi pada persimpangan Jl. Menur Pumpungan – Jl. Manyar Indah Raya – Jl. Manyar Tirtoyoso yang arus lalu lintasnya sangat padat. Kondisi tersebut menjadi salah satu indikator kinerja lalu lintas yang tidak layak, terutama pada jam-jam sibuk. Persimpangan tersebut memiliki 4 (empat) kaki persimpangan dengan kondisi kemacetan yang berbeda. Konflik sering terjadi akibat jalinan kendaraan dari arah Jl. Menur Pumpungan bertemu dengan kendaraan dari arah Jl. Manyar Tirtoyoso menuju Jl. Manyar Indah Raya, serta kendaraan dari arah Jl. Manyar Indah Raya menuju ke Jl. Manyar Tirtoyoso. Akibatnya, timbul antrean kendaraan yang keluar masuk persimpangan, sehingga perlu dilakukan kajian manajemen lalu lintas pada persimpangan tersebut.
Dalam kajian ini, parameter lalu lintas diukur berdasarkan teori Manual Kapasitas Jalan Indonesia (MKJI). Untuk mendapatkan data lalu lintas di persimpangan, dilakukan survei lalu lintas. Data survei dikumpulkan langsung di lokasi pengamatan dengan mencatat banyaknya kendaraan yang melewati persimpangan, dan dibagi atas 2 (dua) waktu, yaitu pagi dan sore hari. Kendaraan yang dimaksud dikategorikan atas 3 (tiga) jenis kendaraan, yaitu kendaraan ringan (LV), kendaraan berat (HV), dan sepeda motor (MC).
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The growth of transportation vehicles without the support of adequate infrastructure leads to traffic congestion in specific areas. This phenomenon is highly visible at the four-legged intersection of Menur Pumpungan Street, Manyar Indah Raya Street, and Manyar Tirtoyoso Street, which experiences extremely heavy traffic volume. This condition serves as an indicator of poor traffic performance, particularly during peak hours. Each of the four intersection approaches experiences different levels of congestion. Traffic conflicts frequently occur due to the weaving movements where vehicles from Menur Pumpungan Street meet vehicles traveling from Manyar Tirtoyoso Street toward Manyar Indah Raya Street, as well as vehicles heading from Manyar Indah Raya Street toward Manyar Tirtoyoso Street. Consequently, long queues of vehicles entering and exiting the intersection are formed, emphasizing the urgent need for a comprehensive traffic management study at this location.
In this study, traffic parameters were evaluated using the Indonesian Highway Capacity Manual (MKJI) guidelines. To gather intersection traffic data, a direct field survey was conducted. The survey data were collected on-site by recording the volume of vehicles passing through the intersection during two specific operational periods: morning and evening. The observed vehicles were classified into three main categories: Light Vehicles (LV), Heavy Vehicles (HV), and Motorcycles (MC).

Item Type:	Thesis (Other)
Additional Information:	RSS 388.418 12 Has m 2008
Uncontrolled Keywords:	Traffic Engineering
Subjects:	H Social Sciences > HE Transportation and Communications > HE355 Traffic engineering
Divisions:	Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses
Depositing User:	magang .
Date Deposited:	28 Oct 2026 03:38
Last Modified:	28 Oct 2026 03:38
URI:	http://repository.its.ac.id/id/eprint/145949

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