Development of a Theoretical Delay Model for Heterogeneous and Less Lane-Disciplined Traffic Conditions

Table 2

Traffic demand and signal timings (from the field).

Cycle no.	Cycle time (s)	Green time for the southbound approach (s)	Approach demand for the southbound approach (veh/hr)
1	58	34	4097
2	117	47	3385
3	83	49	4381
4	153	75	3106
5	87	60	3310
6	143	53	3827
7	83	42	2949
8	105	28	3223
9	202	108	3778
10	170	87	2965
11	151	54	2551
12	147	64	2890
13	77	13	2899
14	125	63	2851
15	160	62	3803
16	103	46	3460
17	157	65	3875
18	139	63	3755
19	127	65	3798
20	114	60	3789
21	134	35	3573
22	134	57	3976
23	110	58	2978
24	138	36	3443
25	149	50	4277
26	132	58	4091
27	123	43	2985
28	119	48	3025
29	79	43	3919
30	146	43	3575
31	142	59	4183
32	144	57	3825
33	152	56	3813
34	138	56	3365
35	105	55	4594
36	145	51	3898
37	165	50	3033
38	115	57	3850
39	205	71	3600
40	151	53	2551