Tinjauan Hambatan Samping Antara SMA Methodist dan SDN 20 Kota Banda Aceh

Bunyamin Bunyamin

Abstract


Pocut Baren Street was a commercial area, and there were several educational facilities where the traffic lane was used every day. In addition, it was also due to the unavailability of parking lots, so many vehicles parked on the roadside and caused traffic jams. The aim was to study and analyze the side barriers to the performance of the Pocut Baren road section between SMA Methodist and SDN 20 Banda Aceh consisting of traffic volume (Q), side barriers (SCF), capacity (C), and degree of saturation (DS). This research was conducted for 3 days, Monday, Friday and Sunday at peak hours in the morning, afternoon and evening starting from 07.00 - 8.00, 08.00 - 09.00, 12.00-13.00, 13.00-14.00, 15.00-16.00
and 17.00 - 18.00 WIB. The method used was Indonesian Road Capacity Manual (MKJI) 1997. The results showed that the level of service on Monday afternoon with Q = 1866.40 pcu / hour, SCF = 591.9 (H), C = 2349 pcu / hour, and DS = 0.79 was in the D category (near unstable currents). Friday morning, Q = 1789.95 pcu / hour, SCF = 511.6 (H), C = 2349 pcu / hour, and DS = 0.76 included in the D category (near unstable current). On Sunday afternoon, Q = 1719.50 pcu / hour, SCF = 466.4 (M), C = 2349 pcu / hour, and DS = 0.73 including the category C (stable current). Side barriers increased very
high due to traffic volume if not controlled by The Government immediately.

Keywords— Side barriers, capacity, performance of the Pocut Baren road, degree of saturation


Full Text:

PDF

References


N. ZAKIYAH, “PENGARUH HAMBATAN SAMPING TERHADAP KINERJA

RUAS JALAN LAMBUNG MANGKURAT DI PASAR RAHMAT KOTA

SAMARINDA,” KURVA S J. Mhs., vol. 4, no. 2, pp. 1190–1200, 2016.

R. D. Aryandi, A. Sandhyavitri, and R. Suryanita, “PENINGKATAN KINERJA

SIMPANG MELALUI MANAJEMEN HAMBATAN SAMPING DAN

PENGATURAN ARUS LALU LINTAS,” J. Sains dan Teknol., vol. 16, no. 2, pp. 38–

, 2017.

B. Bunyamin, “Analisis Arus Lalu Lintas Terhadap Kapasitas dan Tingkat Pelayanan

Jalan Tgk. Chik Ditiro Akibat Kegiatan Pembangunan Fly Over Jembatan Simpang

Surabaya Banda Aceh,” J. Tek. Sipil Unaya, vol. 6, no. 1, pp. 14–25, 2020.

A. de Rozari and Y. H. Wibowo, “Faktor-faktor yang menyebabkan kemacetan lalu

lintas di jalan utama Kota Surabaya (Studi Kasus Di Jalan Ahmad Yani Dan Raya

Darmo Surabaya),” JPAP J. Penelit. Adm. Publik, vol. 1, no. 01, 2015.

D. J. B. Marga, “Manual Kapasitas Jalan Indonesia,” Jakarta Bina Karya, pp. 2–56,

A. I. Titirlolobi, E. Lintong, and J. A. Timboeleng, “Analisa Kinerja Ruas Jalan

Hasanuddin Kota Manado,” J. Sipil Statik, vol. 4, no. 7, 2016.

V. F. Lamani, A. Rachman, A. F. Ahmad, and others, “ANALISIS KINERJA DAN

KAPASITAS ARUS LALU LINTAS PADA RUAS JALAN ACHMAD

NADJAMUDDIN KOTA GORONTALO,” RADIAL J. Perad. Sains, Rekayasa dan

Teknol., vol. 5, no. 2, pp. 136–148, 2017.

O. Y. A. Saputra, “ANALISA KAPASITAS PELAYANAN LALU LINTAS JALAN

SLAMET RIYADI-BUNG TOMO-DR. CIPTO MANGUNKUSUMO TERHADAP

PEMBANGUNAN JEMBATAN MAHAKAM IV KOTA SAMARINDA,” KURVA S J.

Mhs., vol. 1, no. 1, pp. 644–666, 2019.

D. Satria, P. D. Rahma, and A. Kristafi, “Analisa Tingkat Pelayanan Jalan Pada Ruas

Jalan Imam Bonjol Kecamatan Pontianak Tenggara Kota Pontianak,” eUREKA J.

Penelit. Tek. Sipil dan Tek. Kim., vol. 2, no. 1, pp. 97–105, 2018.

S. Widodo, E. T. Mukti, and S. Sulistyono, “KAJIAN PERILAKU PENGENDARA

DAN KECEPATAN KENDARAAN PADA JALAN EMPAT LAJUR DUA ARAH

TERBAGI DI KOTA PONTIANAK,” J. Indones. Road Saf., vol. 2, no. 2, pp. 110–118,




DOI: https://doi.org/10.35308/jts-utu.v6i1.1979

Refbacks

  • There are currently no refbacks.


Copyright (c) 2020 Jurnal Teknik Sipil dan Teknologi Konstruksi