Abstrak

Baca Juga : APLIKASI PEMBANGKIT LISTRIK TENAGA SURYA PADA SMART TRAFFIC LIGHT (NOVRYANZA FAZLUR HAKIM, 2013) ,

Baca Juga : DESAIN SISTEM KONTROL TRAFFIC LIGHT ADAPTIF PADA SIMPANG EMPAT BERBASIS PLC SIEMENS SEMATIC S-7 300 DAN SENSOR INFRARED (Oktavina, 2014) ,

imulai dengan melakukan survey pada simpang punge kota banda aceh untuk mendapatkan data primer yang dibutuhkan dalam menentukan kinerja simpang, kemudian data dianalisis sesuai dengan panduan manual kapasitas jalan indonesia tahun 1997. adapun hasil analisis kinerja simpang pada kondisi simpang tak bersinyal (eksisting) menunjukkan tundaan pada simpang punge kota banda aceh 31,77 det/smp sehingga level of service (los) pada simpang adalah e. perbaikan simpang punge kota banda aceh dilakukan dengan perencanaan traffic light pada simpang tersebut menggunakan 3 fase dengan skenario pengurangan pergerakan untuk lengan simpang jl. cempaka hanya dibolehkan satu arah yaitu arah masuk menuju lengan tersebut atau arah keluar simpang, hasil setelah dilakukan perbaikan diperoleh tundaan simpang rata-rata adalah adalah 22 det/smp dan masuk dalam kategori tingkat pelayanan (level of service) c (peraturan menteri perhubungan nomor km 14 tahun 2006). kata kunci : manual kapasitas jalan indonesia 1997, simpang tak bersinyal, simpang bersinyal, tundaan, los. bachelor final project traffic light planning at the punge intersection banda aceh city aidil ambya zula 1504101010136 bachelor of civil engineering study program department of civil engineering – faculty of engineering university of syiah kuala abstract the highway is a transportation infrastructure that plays an important role to support human activities in all fields, so that road traffic jams often occur, especially at intersections. traffic congestion occurs because of the traffic volume that has exceeded capacity, the level of service can be seen from the value of the delay (delay). banda aceh city punge intersection often results in traffic congestion, especially at peak hours, where one of the causes of congestion is the high growth of vehicles in the area. the purpose of this study is to determine the performance of intersections in the condition of unsignalized intersections (existing) and will be planned for signalized intersections. data collection was carried out for 3 days at 07.00-19.00, starting with a survey at the banda aceh city punge intersection to get the primary data needed to determine the performance of the intersection, then the data were analyzed by the 1997 indonesian road capacity manual. the results of the performance analysis the intersection at the condition of the unsignalized intersection (existing) shows the delay at the banda aceh city punge intersection 31.77 sec/smp so that the level of service (los) at the intersection is e. repairs to the banda aceh city punge intersection are done by planning traffic light at the intersection using 3 phases with reduced motion scenario for crossing arms jl. cempaka is only allowed in one direction, namely the direction of entry to the arm or the direction of the exit of the intersection, the results after repairs are obtained, the average intersection delay is 22 sec/smp and belongs to the level of service category c (regulation of the minister of transportation number km 14 of 2006). keywords: 1997 indonesian road capacity manual, unsignalized intersections, signalized intersections, delays,

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