Abstract

Signaled intersection of Pahlawan steet and Raden Saleh Sarif Bustaman street is one of the main streets in Bogor. This intersection has 3-arm approaches namely Pahlawan Street at East, Raden Saleh Sarif Bustaman Street at North, and Empang Street at West. Highest traffic on weekend is 11653 units/hour or 5087 SMP/hour which occur between 5.20-7.20 pm. Pahlawan - Raden Saleh Sarif Bustaman street obtained inconsistent time cycle of APILL and size of approach dimension which resulted in intersection with high saturated degree. The saturation degree of the intersection of the eastern approaches was 0.75 which meant that this value was same with the standard value in MKJI 1997 which is 0.75. This meant that the performance of intersection capacity was already saturated. The high saturation degree of the intersection resulted in a low level of service level and was classified as, service level E with the intersection delay 45 seconds/SMP. Scenario II is the best alternative scenario for intersections, with the addition of road or lane widening, so the intersection capacity of the eastern, northern and western approaches were 3931, 5066 and 4562 SMP/hour respectively. The average intersection delay became to 9 seconds / SMP, and classified as service level B.Key words: capacity, intersection, intersection delay, service level

Highlights

  • Padatnya penduduk di wilayah Bogor merupakan salah satu faktor yang menyebabkan terjadinya permasalahan lalu lintas

  • Highest traffic on weekend is 11653 units/hour or 5087 satuan mobil penumpang (SMP)/hour which occur between 5.20-7.20 pm

  • Pahlawan - Raden Saleh Sarif Bustaman street obtained inconsistent time cycle of alat pemberi isyarat lalu lintas (APILL) and size of approach dimension which resulted in intersection with high saturated degree

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Summary

Jenis Kendaraan

Model Dasar Perhitungan kapasitas lengan pendekat bergantung pada rasio waktu hijau dan arus jenuh (Rahayu et al 2009). Keterangan : C = kapasitas (smp/jam) S = arus jenuh, yaitu arus berangkat ratarata dari antrian dalam pendekat selama sinyal hijau (smp/jam hijau) g = waktu hijau (detik) c = waktu siklus, yaitu selang waktu untuk urutan perubahan sinyal yang lengkap (yaitu antara dua awal hijau yang berurutan pada fase yang sama) arus jenuh dasar dapat dilakukan melalui persamaan (4). Jumlah rata-rata antrian (smp) pada awal sinyal hijau (NQ) dapat dihitung melalui persamaan (8). Perhitungan angka henti (NS) yaitu jumlah berhenti rata-rata per-kendaraan sebelum melewati suatu simpang dapat dihitung melalui persamaan (12). Nilai NS digunakan untuk perhitungan nilai rasio kendaraan terhenti (Psv), yaitu rasio kendaraan yang harus berhenti akibat sinyal merah sebelum melewati suatu simpang.

HASIL DAN PEMBAHASAN
Terlindung Terlawan
Tingkat Pelayanan Simpang asumsi arus lalu lintas sama dengan
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