Abstract

The potential of traffic problems at non-signal intersection relatively higher and more complex than signalized intersection. Intersection of Dramaga-Bubulak street has no signal and is one of the intersection with high level mobility. The research objectives were to analysis the performance of actual conditions and alternatives strategies to improve intersection performance as well as to know the influence of one way traffic system on intersection performance. The results showed that the volume of traffic passing the intersection were 3816 passenger car unit (pcu)/hour at peak hour with degree of saturation (DS) of 0.85 and delay on the intersection was 14.41 sec/pcu so the intersection service level was B. The service level of intersection was good, so the research analyzed three alternatives strategies to decrease DS value. Performance analysis of traffic showed that alternatives I was the best model alternative condition, because application of one way traffic system on outer ring Bubulak would decreased the service level of Dramaga-Bubulak street.Key words: intersection, non-signal, street

Highlights

  • Berdasarkan Status Lingkungan Hidup Daerah (SLHD 2015) wilayah Bogor, terdapat 17 permasalahan di wilayah Bogor yang masuk dalam isu strategis dan urutan pertama didalamnya adalah permasalahan kemacetan (BLHD Kabupaten Bogor 2015)

  • The potential traffic problems at non-signalized intersection are relatively higher and more complex compared to signalized intersection

  • This research objective were to analyse the performance of actual conditions and alternatives strategies to improve intersection performance as well as to know the influence of one way traffic system on intersection performance

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Summary

HASIL DAN PEMBAHASAN

Profil Simpang Kondisi Eksisting Simpang Jalan Raya Dramaga – Bubulak merupakan jenis simpang tak bersinyal 3-lengan yang dilewati kendaraan dari Jalan Raya Dramaga arah Dramaga/Jasinga, Jalan KH Encep Narwan (arah terminal Bubulak) dan Jalan Raya Dramaga arah Kota Bogor. Ketiga jalan tersebut secara berturut-turut selanjutnya diidentifikasi sebagai pendekat 1, 2 dan 3 sebagaimana Gambar 1. Karateristik dari masing-masing pendekat tersebut dapat dilihat pada Tabel 1. Berdasarkan klasifikasi tersebut maka ditentukan tipe simpang yang paling mendekati untuk simpang Jalan Raya Dramaga – Bubulak yaitu simpang 324 yang berarti simpang 3lengan dengan 2 lajur jalan minor dan 4 lajur jalan mayor

Volume Arus Lalu Lintas Kondisi Eksisting
Kelas Hambatan samping menurut
Volume Lalu lintas
Permodelan Alternatif dari Kondisi Eksisting
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