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Rimarya Kristanti
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Civil Engineering, Building, Construction & Architecture Transportation

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Analisis Dampak Hambatan Samping Terhadap Tingkat Pelayanan Jalan Kota Makassar Rimarya Kristanti; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (783.319 KB) | DOI: 10.52722/pcej.v2i2.133

Abstract

The side obstacle factor is one of the causes of traffic congestion which can affect the level of service of a road. Where congestion is a traffic flow problem caused by an increase in the volume of vehicles on a road section and by side obstacles. The aim is to determine the traffic flow and the impact of side obstacles on the degree of saturation on the Perintis Kemerdekaan road km.8 using the Indonesian Road Capacity Manual (MKJI) in 1997. Based on the calculation and analysis of data obtained the largest traffic flow on Monday, namely 1686.41 SMP / hour, the biggest side obstacle on Saturday is 502.4 and the highest degree of saturation is obtained on Monday afternoon at 0.78 which is where the flow is close to unstable at certain peak hours where the greater the side obstacles the greater the degree of saturation.
Analisis Dampak Hambatan Samping Terhadap Tingkat Pelayanan Jalan Kota Makassar Rimarya Kristanti; Rachman, Rais; Radjawane, Louise Elizabeth
Paulus Civil Engineering Journal Vol. 2 No. 2 (2020): PCEJ, Vol.2, No.2, June 2020
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/yrfj9077

Abstract

Faktor hambatan samping merupakan salah satu penyebab terjadinya kemacetan lalulintas yang dapat memengaruhi tingkat pelayanan suatu jalan. Dimana kemacetan merupakan suatu permasalahan arus lalu lintas yang disebabkan oleh peningkatan volume kendaraan di suatu ruas jalan dan oleh hambatan samping. Tujuan untuk mengetahui arus lalu lintas dan dampak hambatan samping terhadap derajat kejenuhan di jalan Perintis Kemerdekaan km.8 dengan menggunakan Manual Kapasitas Jalan Indonesia (MKJI) tahun 1997. Berdasarkan perhitungan dan analisis data diperoleh arus lalu lintas terbesar pada hari senin yaitu 1686,41 SMP/jam, hambatan samping terbesar pada hari sabtu yaitu 502,4 dan derajat kejenuhan terbesar diperoleh pada hari senin sore sebesar 0,78 yang dimana arus mendekati tidak stabil di jam puncak tertentu yang dimana semakin besar hambatan samping maka semakin besar juga derajat kejenuhan. 
Co-Authors Rachman, Rais Radjawane, Louise Elizabeth Rais Rachman