Table 3: The traffic signal timing plan comparison.

Parameter Notation Existing Effective
Green Time (s)
Suggested Effective Green Time (s) Changed By (s)
Phase (s) T1 86 74 -12
T2 31 20 -11
T3 31 44 13
T4 16 8 -8
Cycle length (s) C 180 162 -18
Average delay (s) AD 51.648 48.363 -3.285
Queue Length (m) QL 181.773 162.120 -19.653