Developing Warrants for Designing Continuous Flow Intersection

Table 2

Experimental design description.

L	Subgroup	Iteration	Scenario no.	Spacing distances (ft)	Number of lanes		Adjacent intersection distance (ft)	250	500	750	1,000	1,250
					LT	Thru		Total volume (veh/hr)
1	1	1.1	1	500	1	2	1,320	790	1,579	2,368	3,158	3,947
		1.2	2	500	1	2	2,640
	2	2.1	3	500	1	3	1,320	1,053	2,105	3,158	4,211	5,263
		2.2	4	500	1	3	2,640
	3	3.1	5	500	1	4	1,320	1,316	2,362	3,947	5,263	6,579
		3.2	6	500	1	4	2,640
	4	4.1	7	500	2	2	1,320	1,053	2,105	3,158	4,211	5,263
		4.2	8	500	2	2	2,640
	5	5.1	9	500	2	3	1,320	1,316	2,362	3,947	5,263	6,579
		5.2	10	500	2	3	2,640
	6	6.1	11	500	2	4	1,320	1,579	3,158	4,737	6,316	7,895
		6.2	12	500	2	4	2,640
2	1	1.1	13	700	1	2	1,535	790	1,579	2,368	3,158	3,947
		1.2	14	700	1	2	2,640
	2	2.1	15	700	1	3	1,535	1,053	2,105	3,158	4,211	5,263
		2.2	16	700	1	3	2,640
	3	3.1	17	700	1	4	1,535	1,316	2,362	3,947	5,263	6,579
		3.2	18	700	1	4	2,640
	4	4.1	19	700	2	2	1,535	1,053	2,105	3,158	4,211	5,263
		4.2	20	700	2	2	2,640
	5	5.1	21	700	2	3	1,535	1,316	2,362	3,947	5,263	6,579
		5.2	22	700	2	3	2,640
	6	6.1	23	700	2	4	1,535	1,579	3,158	4,737	6,316	7,895
		6.2	24	700	2	4	2,640
3	1	1.1	25	900	1	2	1,750	790	1,579	2,368	3,158	3,947
		1.2	26	900	1	2	2,640
	2	2.1	27	900	1	3	1,750	1,053	2,105	3,158	4,211	5,263
		2.2	28	900	1	3	2,640
	3	3.1	29	900	1	4	1,750	1,316	2,362	3,947	5,263	6,579
		3.2	30	900	1	4	2,640
	4	4.1	31	900	2	2	1,750	1,053	2,105	3,158	4,211	5,263
		4.2	32	900	2	2	2,640
	5	5.1	33	900	2	3	1,750	1,316	2,362	3,947	5,263	6,579
		5.2	34	900	2	3	2,640
	6	6.1	35	900	2	4	1,750	1,579	3,158	4,737	6,316	7,895
		6.2	36	900	2	4	2,640