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ANALISA MODEL ARUS JENUH PADA SIMPANG BERSINYAL (Studi Kasus: Jl. Drs. H. Abdullah Silondae – Jl. Syech Yusuf – Jl. Lawata)

STABILITA || Jurnal Ilmiah Teknik Sipil · Vol. 6 No. 3 (2018)

DOI
10.55679/jts.v6i3.6233
ISSN
2657-2273, 2338-2899
Published
2018-12-03
Publisher
Fakultas Teknik Jurusan Sipil Universitas Halu Oleo
Language
eng

Abstract

The amount of saturated flow is influenced by several factors, namely the effective approach width, traffic conditions and characteristics, side constraints, clogs, vehicle characteristics, city size. The method used in calculation of saturated current is Time Slice method and MKJI method 1997. The observed crossroads are junction jl. Drs. H. Abdullah Silondae – jl. Syech Yusuf – jl. Lawata. Data obtained from survey in the field will be analyzed by Time Slice method and MKJI method. The formula used in the MKJI method to calculate the maximum saturation current value is So = 600 x We, with the description We are the effective width of a path. From the results of the analysis performed on the intersection of signal at jl. Drs. H. Abdullah Silondae – jl. Syech Yusuf – jl. Lawata, not all arms are saturated. the saturated flow is only two sides of the intersection in the northern intersection with 3553 smps / hour, Time Slice method of 5.295 smp / 6 sec and the southern with the saturation value of 3518 smp / hour, Time Slice method 4,995 pcu / 6 sec while in the eastern and west sides of the intersection does not lead to saturated condition.

Collaboration network of the authors

33 authors · 137 co-authorship links · 4 across different organisations

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Halu Oleo
  • Universitas Islam Negeri Ar-Raniry
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Edward NgiiUniversitas Halu Oleo4
Agustan AgustanUniversitas Halu Oleo3
Ahmad Syarif SukriUniversitas Halu Oleo2
Tryantini Sundi PutriAffiliation unknown2
La WelendoAffiliation unknown2
Adris Ade PutraAffiliation unknown2
Ilham Kari DarmawanUniversitas Halu Oleo1
Uniadi MangidiUniversitas Halu Oleo1
Muriadin MuriadinUniversitas Halu Oleo1
Adris Ade PutraUniversitas Halu Oleo1
Sitti Nurjannah AhmadUniversitas Halu Oleo1
Fitriah S Fitriah SUniversitas Halu Oleo1
Romy TalanipaUniversitas Halu Oleo1
Rini SriyaniAffiliation unknown1
Reska Angjella MustarifAffiliation unknown1
Muhammad Zukriyansyah SipaAffiliation unknown1
Laode M Golok JayaAffiliation unknown1
Sitti Nurjannah AhmadAffiliation unknown1
Tahir AzikinAffiliation unknown1
Triantini. S. PutriAffiliation unknown1
Fitriah.S Fitriah.SAffiliation unknown1
RIdwansyah NuhunAffiliation unknown1
Lawalendo LawalendoAffiliation unknown1
Siti Nurjanah AhmadUniversitas Halu Oleo1
Muh. Febriansyah I. TanasaleAffiliation unknown1
Muh Thahir AzikinAffiliation unknown1
Al Amin Andi Rifai MalaAffiliation unknown1
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry1
Irfan EfendiAffiliation unknown1
Susanti DjalanteAffiliation unknown1
Andi Ikhwan SiddiqAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://ojs.uho.ac.id/index.php/stabilita_jtsuho/oai, first harvested 31 Okt 2026, last seen 31 Okt 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">ANALISA MODEL ARUS JENUH PADA SIMPANG BERSINYAL (Studi Kasus : Jl. Drs. H. Abdullah Silondae –  Jl. Syech Yusuf – Jl. Lawata)</dc:title>
	<dc:creator>Balaka, Rudi</dc:creator>
	<dc:creator>Yudistira, Wiwin</dc:creator>
	<dc:description xml:lang="en-US">The amount of saturated flow is influenced by several factors, namely the effective approach width, traffic conditions and characteristics, side constraints, clogs, vehicle characteristics, city size. The method used in calculation of saturated current is Time Slice method and MKJI method 1997. The observed crossroads are junction jl. Drs. H. Abdullah Silondae – jl. Syech Yusuf – jl. Lawata. Data obtained from survey in the field will be analyzed by Time Slice method and MKJI method. The formula used in the MKJI method to calculate the maximum saturation current value is So = 600 x We, with the description We are the effective width of a path. From the results of the analysis performed on the intersection of signal at jl. Drs. H. Abdullah Silondae – jl. Syech Yusuf – jl. Lawata, not all arms are saturated. the saturated flow is only two sides of the intersection in the northern intersection with 3553 smps / hour, Time Slice method of 5.295 smp / 6 sec and the southern with the saturation value of 3518 smp / hour, Time Slice method 4,995 pcu / 6 sec while in the eastern and west sides of the intersection does not lead to saturated condition.</dc:description>
	<dc:publisher xml:lang="en-US">Fakultas Teknik Jurusan Sipil Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2018-12-03</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
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	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
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	<dc:identifier>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/6233</dc:identifier>
	<dc:identifier>10.55679/jts.v6i3.6233</dc:identifier>
	<dc:source xml:lang="en-US">STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 6, No 3 (2018): STABILITA || Jurnal Ilmiah Teknik Sipil; Hal. 49 - 54</dc:source>
	<dc:source>2657-2273</dc:source>
	<dc:source>2338-2899</dc:source>
	<dc:source>10.55679/jts.v6i3</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/6233/4571</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2019 Stabilita || Jurnal Ilmiah Teknik Sipil</dc:rights>
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