Tag Archive for: Pedestrian Crossing Facility Type

The purpose of this study was to analyze the characteristics of sidewalks and pedestrians, the level of service and the type of pedestrian crossing facilities that are appropriate on Jalan Raya Ubud. Primary data collection using manual survey methods, including road geometric data, pedestrian volume, pedestrian speed, volume of road crossers and vehicles. Secondary data collection use literature study methods which include the location maps and population. Data analysis based on the guidelines of the Ministry of Public Works (2014). Based on the results of the analysis, the average width of the North and South sidewalks is 1.4 m with an average effective width of the North sidewalk is 0.9 m, while on the South sidewalk the average effective width of the sidewalk is 0.95 m. The largest pedestrian flow on the North and South Sidewalks on weekdays and holidays occurs in the afternoon with a total of 520 p/h with an average speed of 4.32 km/h, a density of 12 p/100 m2 and 8 m2/p pedestrian space for the North sidewalk, and the South sidewalk with a flow of 389 p/ h with an average speed of 3.72 km/h, a density of 10 p/100 m2, and 10 m2/p pedestrian space. On holidays, the flow is 744 p/ h with an average speed of 2.63 km/ h, a density of 28 p/100 m2 , and a pedestrian space of 4 m2 /org for the North sidewalk. While the South sidewalk has a flow of 351 org / hour with an average speed of 4.06 km / hour, a density of 9 org / 100 m2 , and a space of 12 m2 /org. The level of service of the North and South sidewalks on weekdays is included in the “B” category. The level of service of the North sidewalk on holidays is in the “C” category and the South sidewalk is in the “B” category.