ANALISIS KINERJA LALU LINTAS JL. RAYA MR. MOCH. ICHSAN, KOTA SEMARANG (DEPAN PINTU KELUAR MASUK RS. PERMATA MEDIKA)

Syifafauziah Ara putri, Reza Juliansa Prastica, Mudjiastuti Handajani, Yesina Intan Pratiwi
{"title":"ANALISIS KINERJA LALU LINTAS JL. RAYA MR. MOCH. ICHSAN, KOTA SEMARANG (DEPAN PINTU KELUAR MASUK RS. PERMATA MEDIKA)","authors":"Syifafauziah Ara putri, Reza Juliansa Prastica, Mudjiastuti Handajani, Yesina Intan Pratiwi","doi":"10.31949/jensitec.v9i01.3017","DOIUrl":null,"url":null,"abstract":"Semarang is one of the metropolitan. Traffic on Jl. Raya Mr Moch. Ichsan in front of the Permata Medika hospital, which is fairly crowded, is due to the influence of the hospital's activities. Many activities are seen at the entrance and exit of the hospital, including crossing. The purpose of this study was to analyze traffic performance, determine the factors that hinder traffic flow, determine the volume, travel time, and vehicle delay time due to u-turns at the median opening in front of the hospital entrance. Medical Gems. Traffic volume data collection was carried out for 3 days, namely weekdays, short days. and holidays using the 2014 PKJI method (referring to the reference to the 1997 MKJI basic rules). The results of the observations obtained are that the total current is 6201 cur/hour with the side resistance weight being at a moderate level. By following the 2014 PKJI guidelines, we get the adjustment values ​​for Free Flow Speed ​​(VB) = 61 km/hour and Capacity (C) = 7128 skr/hour. With a value of DJ = 0.869 cur/hour, it is at LOS level E which according to PKJI 2014 (referring to the reference to the 1997 MKJI basic rules) the level of road service is above the average for the maximum service level, namely levels A to D with a degree of saturation value of 0.00 - 0.84. Strict action from the relevant officers is needed by controlling existing traffic signs such as parking is prohibited in order to maximize the function of the existing road capacity.","PeriodicalId":448230,"journal":{"name":"J-ENSITEC","volume":"21 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-12-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"J-ENSITEC","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31949/jensitec.v9i01.3017","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Semarang is one of the metropolitan. Traffic on Jl. Raya Mr Moch. Ichsan in front of the Permata Medika hospital, which is fairly crowded, is due to the influence of the hospital's activities. Many activities are seen at the entrance and exit of the hospital, including crossing. The purpose of this study was to analyze traffic performance, determine the factors that hinder traffic flow, determine the volume, travel time, and vehicle delay time due to u-turns at the median opening in front of the hospital entrance. Medical Gems. Traffic volume data collection was carried out for 3 days, namely weekdays, short days. and holidays using the 2014 PKJI method (referring to the reference to the 1997 MKJI basic rules). The results of the observations obtained are that the total current is 6201 cur/hour with the side resistance weight being at a moderate level. By following the 2014 PKJI guidelines, we get the adjustment values ​​for Free Flow Speed ​​(VB) = 61 km/hour and Capacity (C) = 7128 skr/hour. With a value of DJ = 0.869 cur/hour, it is at LOS level E which according to PKJI 2014 (referring to the reference to the 1997 MKJI basic rules) the level of road service is above the average for the maximum service level, namely levels A to D with a degree of saturation value of 0.00 - 0.84. Strict action from the relevant officers is needed by controlling existing traffic signs such as parking is prohibited in order to maximize the function of the existing road capacity.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
高速公路交通性能分析。拉亚·莫奇先生。ICHSAN,三宝垄
三宝垄是一个大都市。7月1日交通状况。拉亚,莫奇先生。Permata Medika医院前的Ichsan,由于医院活动的影响,这里相当拥挤。在医院的入口处和出口处可以看到许多活动,包括十字路口。本研究的目的是分析交通表现,确定阻碍交通流的因素,确定在医院入口处的中位数洞口u型转弯的交通量、通行时间和车辆延误时间。医疗宝石。交通量数据采集为期3天,即工作日、短日。节假日使用2014年PKJI方法(参考1997年MKJI基本规则)。观察得到的结果是,总电流为6201电流/小时,侧电阻重量处于中等水平。根据2014年PKJI指南,我们得到自由流速度(VB) = 61 km/h和容量(C) = 7128 skr/h的调整值。DJ = 0.869 cur/hour,根据PKJI 2014(参考1997年MKJI基本规则),道路服务水平高于最大服务水平的平均值,即a至D水平,其饱和度值为0.00 - 0.84,处于LOS水平E。有关人员必须严格控制现有的交通标志,例如禁止停车,以最大限度地发挥现有道路的功能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
EVALUASI KEGAGALAN HASIL PRODUKSI MESIN POTONG PLASTIK MENGGUNAKAN METODE DMAIC DI PT. XYZ PERANCANGAN PRODUK CONVERTIBLE BAG DENGAN PANEL SURYA YANG ERGONOMIS MENGGUNAKAN METODE QUALITY FUNCTION DEPLOYMENT (QFD) SISTEM INFORMASI PENDAFTARAN SISWA BARU DI SD ISLAM HASANKA PALANGKARAYA BERBASIS WEB PENGARUH KEKERASAN PADA CYBERBULLYING TERHADAP PERILAKU MASYARAKAT PADA MASA COVID-19 PERANCANGAN ALAT MONITORING KONDISI LINGKUNGAN DAN PREDIKSI CUACA BERTENAGA SURYA BERBASIS MIKROKONTROLER MENGGUNAKAN METODE FUZZY LOGIC
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1