Melola Discovery

← Melola Discovery

Jurnal

OPTIMALISASI TINGKAT KINERJA PELAYANAN RUAS JALAN LASANDARA PASAR BASAH KOTA KENDARI

Media Konstruksi : Jurnal Ilmiah Teknik Sipil · Vol. 3 No. 1 (2018)

DOI
10.33772/jmk.v3i1.27202
ISSN
2503-2712
Published
2018-04-01
Publisher
PRODI D3 TEKNIK SIPIL
Language
eng

Abstract

Abstract This research was conducted with the aim of knowing the level of service performance of the Lasandara road section and knowing the solutions to optimize the level of service performance of the Lasandara road section. Calculation of optimization of the service performance level of the Lasandara road refers to the method of the Indonesian Road Capacity Manual 1997 (MKJI 1997). The results obtained were the level of service in the Lasandara road entering service level C with a total traffic flow of 1057.6 pcu / hour and road capacity without a median of 2011.7 pcu / hour so that the degree of saturation of DS = 0.52 was obtained. Optimization will be carried out by changing the type of road to 1 direction only from the front of the Lasandara road and closing the inlet from the back of the Lasandara road, so that the road capacity becomes 1,396 pcu / hour with the degree of saturation 0.42 so that the service level of Lasandara becomes B which is the current stable, the driver has the freedom to choose speed. Abstrak Penelitian ini di lakukan dengan tujuan untuk mengetahui tingkat kinerja pelayanan ruas jalan Lasandara dan mengetahui solusi dalam mengoptimalisasi tingkat kinerja pelayanan ruas jalan Lasandara. Perhitungan Optimalisasi tingkat kinerja pelayanan ruas jalan lasandara mengacu pada metode Manual Kapasitas Jalan Indonesia 1997 (MKJI 1997). Hasil penelitian yang diperoleh yaitu tingkat pelayanan jalan Lasandara masuk tingkat pelayanan C dengan total arus lalu lintas sebesar 1057,6 smp/jam dan kapasitas ruas jalan tanpa median 2011,7 smp/jam sehingga diperoleh derajat kejenuhan DS = 0,52. Akan dilakukan optimalisasi dengan mengubah tipe jalan menjadi 1 arah hanya dari depan jalan lasandara dan menutup jalur masuk dari arah belakang jalan lasandara, sehingga kapasitas ruas jalan menjadi 1.396 smp/jam dengan derajat kejenuhan 0,42 sehingga tingkat pelayanan jalan Lasandara menjadi B yang mana arus stabil, pengemudi memiliki kebebasan untuk memilih kecepatan.

Collaboration network of the authors

40 authors · 154 co-authorship links · 8 across different organisations · showing the 40 most connected

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

  • Universitas Halu Oleo
  • Universitas Sembilanbelas November Kolaka
  • Universitas Sulawesi Tenggara
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Fitriah Mas'udAffiliation unknown5
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo4
La WelendoAffiliation unknown4
Baso MursidiAffiliation unknown4
Ridwan Syah NuhunUniversitas Halu Oleo3
Siti Nurjanah AhmadUniversitas Halu Oleo3
Ainussalbi Al IkhsanAffiliation unknown3
Nasrul NasrulUniversitas Halu Oleo3
Fathur Rahman RustanUniversitas Sembilanbelas November Kolaka3
sulha sulhaAffiliation unknown2
Mappa NasrunAffiliation unknown2
La Ode Muhammad Nurrakhmad ArsyadAffiliation unknown2
Mappa NashrunAffiliation unknown2
St Nawal JayaUniversitas Halu Oleo2
ARMAN FASLIHAffiliation unknown2
Statiswaty StatiswatyUniversitas Halu Oleo2
Umran SaritaAffiliation unknown2
Gede Agus SutrayasaUniversitas Halu Oleo1
Laode DenyUniversitas Halu Oleo1
Kadir RamadanUniversitas Halu Oleo1
Galih Adi SulistyoUniversitas Halu Oleo1
Jalba NirahUniversitas Halu Oleo1
La ode Muhammad FadilUniversitas Halu Oleo1
Dhalmaz PrasetyaUniversitas Halu Oleo1
Dwi Bayu Putra PUniversitas Halu Oleo1
Muhammad Alfian AliUniversitas Halu Oleo1
Hado HadoUniversitas Sulawesi Tenggara1
Ismayana IsmayanaUniversitas Halu Oleo1
Meri AprianiUniversitas Halu Oleo1
Putri RamadhaniUniversitas Halu Oleo1
Asrullah TondasiUniversitas Halu Oleo1
Ishak KadirUniversitas Halu Oleo1
Albert Rokky PalulunganUniversitas Halu Oleo1
Diki DarmawanAffiliation unknown1
Asraf AsrafAffiliation unknown1
Riswandi RiswandiAffiliation unknown1
RIdwansyah NuhunAffiliation 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/MedKons/oai, first harvested 31 Okt 2026, last seen 31 Okt 2026.
Original metadata (oai_dc) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en-US">OPTIMALISASI TINGKAT KINERJA PELAYANAN  RUAS JALAN LASANDARA PASAR BASAH KOTA KENDARI</dc:title>
	<dc:creator>Darmawan, La Ode Rizki</dc:creator>
	<dc:creator>Soeparyanto, Try Sugiyarto</dc:creator>
	<dc:creator>Prasetia, Muhammad Syarif</dc:creator>
	<dc:description xml:lang="en-US"> Abstract This research was conducted with the aim of knowing the level of service performance of the Lasandara road section and knowing the solutions to optimize the level of service performance of the Lasandara road section. Calculation of optimization of the service performance level of the Lasandara road refers to the method of the Indonesian Road Capacity Manual 1997 (MKJI 1997). The results obtained were the level of service in the Lasandara road entering service level C with a total traffic flow of 1057.6 pcu / hour and road capacity without a median of 2011.7 pcu / hour so that the degree of saturation of DS = 0.52 was obtained. Optimization will be carried out by changing the type of road to 1 direction only from the front of the Lasandara road and closing the inlet from the back of the Lasandara road, so that the road capacity becomes 1,396 pcu / hour with the degree of saturation 0.42 so that the service level of Lasandara becomes B which is the current stable, the driver has the freedom to choose speed.  Abstrak Penelitian ini di lakukan dengan tujuan untuk mengetahui tingkat kinerja pelayanan ruas jalan Lasandara dan mengetahui solusi dalam mengoptimalisasi tingkat kinerja pelayanan ruas jalan Lasandara. Perhitungan Optimalisasi tingkat kinerja pelayanan ruas jalan lasandara mengacu pada metode Manual Kapasitas Jalan Indonesia 1997 (MKJI 1997). Hasil penelitian yang diperoleh yaitu tingkat pelayanan jalan Lasandara masuk tingkat pelayanan C dengan total arus lalu lintas sebesar 1057,6 smp/jam dan kapasitas ruas jalan tanpa median 2011,7 smp/jam sehingga diperoleh derajat kejenuhan DS = 0,52. Akan dilakukan optimalisasi dengan mengubah tipe jalan menjadi 1 arah hanya dari depan jalan lasandara dan menutup jalur masuk dari arah belakang jalan lasandara, sehingga kapasitas ruas jalan menjadi 1.396 smp/jam dengan derajat kejenuhan 0,42 sehingga tingkat pelayanan jalan Lasandara menjadi B yang mana arus stabil, pengemudi memiliki kebebasan untuk memilih kecepatan. </dc:description>
	<dc:publisher xml:lang="en-US">PRODI D3 TEKNIK SIPIL</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2018-04-01</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://ojs.uho.ac.id/index.php/MedKons/article/view/27202</dc:identifier>
	<dc:identifier>10.33772/jmk.v3i1.27202</dc:identifier>
	<dc:source xml:lang="en-US">Media Konstruksi : Jurnal Ilmiah Teknik Sipil; Vol 3, No 1 (2018): MedKons</dc:source>
	<dc:source>2503-2712</dc:source>
	<dc:source>10.33772/jmk.v3i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/MedKons/article/view/27202/15847</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2022 MEDIA KONSTRUKSI</dc:rights>
</oai_dc:dc>