DAMPAK PEMBANGUNAN ABDUL RASYID TOWER TERHADAP PERUBAHAN ARUS LALU LINTAS DI KABUPATEN KOTAWARINGIN BARAT

Yudi Ribut Pamungkas, Pratikso, Rachmat Mudiyono
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Abstract

In line with population growth, Pangkalan Bun City has now expanded to include linear pathways or the surrounding area, not only in the city center. This has resulted in the City of Pangkalan Bun having many large trading centers and one of them is the construction of the Abdul Rasyid Tower on Jalan Udan Said in front of the CBI Group head office, Pangkalan Bun, West Kotawaringin Regency, which will result in congestion / attraction of new trips in Pangkalan Bun City. Data collection was carried out by means of a direct survey at the Abdul Rasyid Tower intersection on Jalan Udan Said during peak hours in the morning, afternoon and evening from 06.00 – 18.00 WIB. From the survey results, grouping was carried out on each segment at the intersection and presented in the form of a vehicle table. In calculating the savings analysis using the 1997 Indonesian Highway Capacity Manual and Vissim Software. Traffic performance around the Abdul Rasyid Tower project site at the time prior to construction according to MKJI 1997 calculations, the biggest delay at the afternoon intersection at the first intersection was 7,45 second. The results of the Vissim Software the biggest intersection delay occurred in the morning at the first intersection, which was 7,98 second. Traffic performance around the Abdul Rasyid Tower project site during construction according to MKJI 1997 calculations, the largest intersection delay occurred in the afternoon at the first intersection of 9,47 second. The results of the Vissim Software, the biggest delay at the intersection occurred in the afternoon at the first intersection at 9,89 second. Traffic performance around the Abdul Rasyid Tower project site during post-construction according to MKJI 1997 calculations, the largest intersection delay during the day at the first intersection was 7,78 second. The results of the Vissim Software, the largest delay at the first intersection during the day is 8,21 second.
修建阿卜杜勒-拉赛德塔对西哥打瓦林地区交通流量变化的影响
随着人口的增长,彭卡兰布恩市现已扩展到包括线性道路或周边地区,而不仅仅局限于市中心。这导致彭卡兰布恩市拥有许多大型贸易中心,其中之一就是位于西哥打瓦林辖区彭卡兰布恩市 CBI 集团总部前的乌丹赛义德大道上的阿卜杜勒-拉赛义德大厦,该大厦将导致彭卡兰布恩市交通拥堵/吸引新的人流。数据收集是通过直接调查的方式进行的,调查地点位于乌丹赛义德路的阿卜杜勒-拉赛德塔十字路口,时间为上午、下午和晚上的高峰时段(6:00-18:00 WIB)。根据调查结果,对交叉路口的每个路段进行了分组,并以车辆表的形式呈现。在使用 1997 年《印度尼西亚公路通行能力手册》和 Vissim 软件进行节约分析计算时。根据 1997 年 MKJI 的计算结果,施工前阿卜杜勒-拉赛德塔项目工地周围的交通状况,下午第一个交叉路口的最大延误时间为 7.45 秒。根据 Vissim 软件的计算结果,第一个交叉路口上午的最大延迟时间为 7.98 秒。根据 MKJI 1997 年的计算结果,施工期间阿卜杜勒-拉赛德塔项目工地周围的交通状况,下午第一个路口的最大路口延迟时间为 9.47 秒。根据 Vissim 软件的计算结果,最大的交叉口延迟时间出现在下午的第一个交叉口,为 9.89 秒。根据 MKJI 1997 年的计算结果,阿卜杜勒-拉赛德塔项目工地周围施工后的交通状况,第一个交叉路口白天的最大延迟时间为 7.78 秒。根据 Vissim 软件的计算结果,第一个十字路口白天的最大延迟时间为 8.21 秒。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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