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All Journal SMARTek JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI MEKTEK Journal of Applied Civil and Environmental Engineering (JACEE) Nemui Nyimah
Anas Tahir
Universitas Tadulako
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Materials Science & Nanotechnology Transportation Other

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Journal : MEKTEK

 1 
EFKETIFITAS SIMPANG BERSINYAL DENGAN SISTEM PENGATURAN DUA FASE PADA JALAN UTAMA DI KOTA PALU (Studi Kasus: Simpang Samratulangi – Sudirman- Cik Ditiro- Haji Hayyun) Tahir, Anas; Hidayat, Nur
MEKTEK Vol 11, No 3 (2009)
Publisher : MEKTEK

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Abstract

The growth of vehicle every year give impact to traffic intersection performance. The impact of trrafic such as vehicle queueing , traffic jam , rise in delay time and also increase travel time could be caused by traffic control system no effective because the increasing by traffic volumeThis research is conducted in one of Major Street in Palu, namely at Samratulangi – Sudirman Street street is the intersection between Hj. Hayyun – Cik Ditiro Street.In this research, the analyzed by using Manual Kapasitas Jalan Indonesia ( MKJI).From result of analysis by using MKJI , got intersection performance at condition of morning peak reside at service of level C with queue length is equal to 38,73, in the peak day has level of service F with queue length is equal to 65,04 m and afternoon peak with level of service E where the queueing length is 70,07 m. According to value of level of service on the this intersection had shown that traffic control system 2 (two) stage was not effective again
STUDI PENYEBAB KECELAKAAN LALU LINTAS DI KOTA SURABAYA Tahir, Anas
MEKTEK Vol 8, No 2 (2006)
Publisher : MEKTEK

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Abstract

Surabaya City represent one of the biggest city in Indonesia with level of carownership is very high . Every year the amount of vehicle continue to increase so that can give impact to traffic jam , mussy and accident of traffic.From cause aspect accident of traffic in Surabaya city in generally caused by passenger vehicle which non public transport ( private car)and motorbike.Frequency accident of traffic in range of time 5 the last year ( 1998-2002) is counted 169 accident case with amount of victim counted 192 soul. Amount of soul victim pass away counted 29 people (15,10%), hardly injured 76 people ( 39,58%) and lightly injured 87 people ( 45,31%) the root cause accident is motorbike 48,10% and car 33,38%.Component of traffic type which often involve accident is motorbike driver with road street defector. The other cause is motorbike with car. The time of the biggest traffic accident is happened at 10.00 - 14.00 WIB.
EVALUASI KINERJA SIMPANG BERSINYAL DI KOTA SURABAYA DENGAN MENGGUNAKAN PROGRAM KAJI (Studi Kasus : Ruas Jalan Ngagel Jaya Selatan ) Tahir, Anas
MEKTEK Vol 7, No 2 (2005)
Publisher : MEKTEK

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Abstract

The growth of vehicle every year give impact to traffic intersection performance. Various resulted by traffic impact arrangement of intersection which is not optimal for example is vehicle queuing, traffic jam , rise in delay  time and also increase travel time. This research  is conducted in one of Major Street in Surabaya, at Ngagel Jaya Selatan street which intersection between  Ngagel Jaya Selatan  and Ngagel Jaya Street. In this research, the analysis by using Kapasitas Jalan Indonesia ( KAJI) that program is program share released by Directorate of Urban Road Development (BINKOT). From result of analysis by using KAJI program, got intersection performance at condition in the morning reside at service of level F with queue length is equal to 1531 m, mean number stops of vehicle is 1,23 stops/pcu and mean intersection delay is 195,83 sec/pcu. In the day time happened queue length is equal to 1483 m, mean number stops of vehicle is 1,50 stops/ pcu and  mean intersection delay is equal to 151,01 sec/pcu with level of service is F. In the evening got queue length is equal to 2458 m, number stops of vehicle is 2,35 stops/pcu and mean intersection delay is  306,71 sec/pcu with level of service F
Co-Authors Ahmad Syandi Arief Setiawan Jurair Patunrangi Labaso, Eko R. Mashuri Mashuri Muhammad Kasan Nita Ayu Lestari Nur Hidayat Pratama, Aditya Bayu Rahmatang Rahman Usman Usman