Design and Control Method of Switchable On- or Off-Ramp for Urban Highway

Table 2

Traffic volume of auxiliary road.

Time index	Flow rate (pcu/h/lane)
1 to 10	1566	360	360	360	360	900	1080	720	1080	360
11 to 20	360	360	360	360	360	360	360	540	360	360
21 to 30	360	360	360	360	360	360	360	360	360	360
31 to 40	360	360	360	360	360	360	360	360	360	720
41 to 50	900	2520	1800	1170	1656	720	972	540	360	360
51 to 60	360	720	1260	1062	1980	1080	1260	900	1260	900
61 to 70	1980	1692	1872	1440	1080	1620	1080	900	1440	1440
71 to 80	990	900	720	1080	1260	720	540	846	1260	1260
81 to 90	1440	900	1116	1260	900	1656	1080	1080	540	720
91 to 100	1530	1080	990	360	1116	360	1296	540	810	990
101 to 110	720	900	720	450	360	576	360	576	720	360
111 to 120	576	360	360	360	360	360	360	720	720	360
121 to 130	360	576	360	360	360	360	540	360	360	756
131 to 140	540	360	540	720	360	720	360	360	540	360
141 to 150	360	360	360	360	540	540	360	360	540	360
151 to 160	576	540	720	540	720	540	540	1800	810	1116
161 to 170	540	360	756	720	900	540	540	1152	1152	180