ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAPJALAN TRANSYOGI , CIBUBUR

Jimmy, Jimmy Nugroho and Darmadi, Ir. Darmadi, MM, MT (2019) ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAPJALAN TRANSYOGI , CIBUBUR. Jurnal Teknik Sipil - Arsitektur, 18 (2). pp. 1-12. ISSN 1412-9299

Text ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAPJALAN TRANSYOGI , CIBUBUR.pdf Download (1MB)

Abstract

The Cimanggis - Cibitung toll road is part of the development of the Jakarta city ring toll roadin accordance with the Government of the Republic of Indonesia program in overcoming trafficcongestion in Jabotebek. Cimanggis - Cibitung Toll Road is the second Jakarta toll ring road fromCibitung - Cimanggis - Ciputat - Balaraja. In this segment, Cimanggis - Cibubur has an exit fromthe Jatikarya toll road, which meets the National Transyogi road in the city of Jatikarya. ThisJatikarya Exit toll road will affect traffic behavior on the National Transyogi road, both congestionand vehicle speed. The study of the effect of Jatikarya toll exit is aimed at evaluating the speed,density, traffic volume, V / C ratio parameters that occur both before and after the Jatikarya toll exitoperates. The research method used is quantitative method by collecting road geometric data,geometric intersections and traffic data at present 2019 through direct surveys at the study site andrelated data on the Cimanggis - Cibitung toll road. From the research results, the average velocityvalue on Transyogi road is 23 km / hr and V / C ratio is = 0.9 during peak hours in existing conditionsin 2019. Whereas after the toll road operates, the average speed value on Transyogi road is 32 km/ hour and V / C constellation = 0.8 with the condition "do nothing". In "do something" conditions,namely with traffic management carried out mainly on intersections associated with Transyogiroads, namely intersection Kranggan, exit Jatikarya toll road, Ciangsana intersection and touristcity Exit Tol and obtained an average speed of 35 km / h and V / C ratio = 0.7. At 2029 , with "dosomething" conditions, namely with traffic management carried out mainly on intersectionsassociated with Transyogi roads, namely four-way intersection of Kranggan, exit Jatikarya tollroad, Ciangsana intersection and Kota Wisata exit Tol and obtained an average speed of 35 km / hand V/C ratio = 0.97.

Item Type:	Article
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik Sipil dan Perencanaan > S1-Teknik Sipil
Depositing User:	Mrs irene rene
Date Deposited:	12 Oct 2020 12:09
Last Modified:	20 Oct 2020 07:04
URI:	http://repo.jayabaya.ac.id/id/eprint/31

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