Baso Market in Agam Regency, is a traditional market connecting the road of Bukittinggi-Payakumbu... more Baso Market in Agam Regency, is a traditional market connecting the road of Bukittinggi-Payakumbuh. The high activity of the market on every Monday creates high side friction. The high side friction affects the traffic flow and slows down the traffic. The purpose of this study is to determine the traffic volume during rush hour, Level of Service (LOS), modeling and the effect of side friction on vehicles speed in Baso Market. The data collection method used is surveying traffic volume, side friction and the average speed of vehicles, the data analysis method used are PKJI 2014 and multiple linear regression analysis. The result of traffic volume on both directions during rush hour at 02.00 PM-03.00 PM is 1915 skr/hour, with Q/C value 0,84 LOS at level D. The best modeling of the impact of side friction on vehicles speed for Bukittinggi-Payakumbuh: Y =35,539-0,083X 1-0,107X 2 with R 2 71,1% vehicles speed at the study site is affected by the number of pedestrians (X 1) and the number of stopped and parked vehicles (X 2). Payakumbuh-Bukittinggi: Y = 24,596-0,008X 3 , with R 2 47% vehicles speed at the study site is affected by the number of entering and exiting vehicles (X 3).
Baso Market in Agam Regency, is a traditional market connecting the road of Bukittinggi-Payakumbu... more Baso Market in Agam Regency, is a traditional market connecting the road of Bukittinggi-Payakumbuh. The high activity of the market on every Monday creates high side friction. The high side friction affects the traffic flow and slows down the traffic. The purpose of this study is to determine the traffic volume during rush hour, Level of Service (LOS), modeling and the effect of side friction on vehicles speed in Baso Market. The data collection method used is surveying traffic volume, side friction and the average speed of vehicles, the data analysis method used are PKJI 2014 and multiple linear regression analysis. The result of traffic volume on both directions during rush hour at 02.00 PM-03.00 PM is 1915 skr/hour, with Q/C value 0,84 LOS at level D. The best modeling of the impact of side friction on vehicles speed for Bukittinggi-Payakumbuh: Y =35,539-0,083X 1-0,107X 2 with R 2 71,1% vehicles speed at the study site is affected by the number of pedestrians (X 1) and the number of stopped and parked vehicles (X 2). Payakumbuh-Bukittinggi: Y = 24,596-0,008X 3 , with R 2 47% vehicles speed at the study site is affected by the number of entering and exiting vehicles (X 3).
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