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

Table 1

Traffic volume of main road.

Time index	Flow rate (pcu/h/lane)
1 to 10	1548	1260	855	900	828	1278	1800	1440	918	630
11 to 20	756	585	720	810	846	630	900	1458	360	360
21 to 30	360	360	360	360	360	360	360	360	360	360
31 to 40	360	360	360	558	360	630	738	990	675	1188
41 to 50	1980	2295	2070	2187	1980	2268	1818	540	720	1440
51 to 60	1440	900	1683	1080	1440	1800	1170	1188	1350	1080
61 to 70	2340	2133	1845	1890	1836	1800	1530	1638	1809	2475
71 to 80	1278	1782	1188	2124	1926	1710	990	1116	2340	2178
81 to 90	2043	1656	2079	1710	1701	2124	2205	1440	630	540
91 to 100	1440	1350	1098	810	1080	810	1170	1413	1080	1260
101 to 110	1170	1755	630	270	1521	1314	1530	855	360	648
111 to 120	828	1278	1296	1008	1530	630	693	1296	1080	450
121 to 130	1026	990	1548	1530	810	1530	1278	630	1125	1260
131 to 140	810	1620	1548	1440	1530	1080	900	900	936	1350
141 to 150	1530	1683	1368	1530	1188	720	1098	918	990	360
151 to 160	1440	720	630	720	2358	900	630	558	630	1566
161 to 170	1251	720	1215	720	738	378	270	360	3816	180