Studi Perancangan Ruang Henti Khusus (RHK) Sepeda Motor Di Simpang Bersinyal (Studi Kasus Simpang Tugu Pecel, Simpang Ruang Terbuka Hijau (RTH) Kartini Dan Simpang Diponegoro Di Kota Madiun)

Titik Nur Wahana Lestari, Abdiyah Amudi, Ayu Roesdyning Tyas Dyah Anggraeni
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Abstract

The growth of motorcycle in Indonesia increased rapidly and is the most common vehicle on the highway, especially at a crossroads in the city of Madiun. As a result, there is often an accumulation of irregular motorcycle and breaking traffic at the junction in the red phase. This is indicated by motorcycle reaching more than 30 motorcycle at the junction in the red phase. That inflic the a conflicts that affect the movement of other vehicle. Related with this problem, to reduce the occurrence of conflict, needed traffic engineering by providing facility Advance Stop Lines (ASLs) at the Signed Intersection which is intended so that vehicle can exit from Intersection regularly and reduce the accidents at the Signed Intersection. The purpose of this research is knowing the Level Of Service (LOS) and determine the desain of Advance Stop Lines (ASLs) at Signed Intersection with research area is the Tugu Pecel Intersection, Ruang Terbuka Hijau Intersetion and Diponegoro Intersection in Madiun City. The method used in this research is the Indonesian Road Capacity Manual (MKJI,1997). The Level of Service (LOS) in existing condition is at Tugu Pecel Intersection is A (very good), at the RTH Kartini Intersection is E (bad) and Diponegoro Intersection is F (very bad). Design of Advance Stop Lines at the north approaching Tugu Pecel Intersection is 2 lanes with approach lanes (10,00 m × 1,00 m) and with an area of 6,75 m × 4,66 m, at the east approach of RTH Kartini Intersection is 2 lane with approach lanes (7,00 m × 1,00 m) and the area of 5,25 m ×4,66 m and the north Diponegoro Intersection are 2 aprroaching lanes with aprroac lanes (10,00 m ×1,00 m) and area 4,50 m ×4,66 m, south approach 2 lanes with approach lanes (7,00 m ×1,00 m) and area 4,50 m ×4,66 m, east approach is 2 lanes with approach lanes (9,50 m × 1,00m) and an area of 5,50 m ×4,66 m, the western approach is 2 lanes with approach lanes (7,00 m ×1,00 m) and an area 5,50 m ×4,66 m.
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特殊停机空间设计研究(RHK)信号池的新案例研究(RTH) Kartini的绿色开放空间(RTH)和马迪市的ponegoro挺进)
摩托车在印尼增长迅速,是高速公路上最常见的交通工具,特别是在马迪恩市的十字路口。因此,在红色阶段,经常有不规则的摩托车和违规车辆聚集在路口。在红色阶段,摩托车在路口达到30辆以上。这就造成了影响其他车辆运动的冲突。与此相关的是,为了减少冲突的发生,需要进行交通工程,在标志交叉口设置设施提前停车线,使车辆能够定期驶离标志交叉口,减少标志交叉口的交通事故。本研究的目的是了解服务水平(LOS),并确定标志交叉口的先进停车线(asl)的设计,研究区域为马迪丁市的Tugu Pecel交叉口、Ruang Terbuka Hijau交叉口和Diponegoro交叉口。本研究使用的方法是印度尼西亚道路容量手册(MKJI,1997)。Tugu Pecel交叉口的现有状况服务水平(LOS)为A(很好),RTH Kartini交叉口为E(差),Diponegoro交叉口为F(很差)。设计提前停止线北接近Tugu Pecel交点与方法2车道车道(10 m×1 00 00米)和面积6,75×4,66,在东方的方法仅仅Kartini交点与方法2车道车道(7 m×1 00 00米)和5的面积,25米×4,66米,北Diponegoro交点与aprroac 2 aprroaching车道车道(10 m×1 00 00米)和面积4、50米×4、66,南进近2车道进近车道(7000米×1,00米)和面积4,50米×4,66米,东进近2车道进近车道(9,50米× 1,000米)和面积5,50米×4,66米,西进近2车道进近车道(7,000米×1,00米)和面积5,50米×4,66米。
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