Model intersection throughput with lane and signal factors. Review capacity, reserve, and v/c instantly online. Plan safer operations using responsive charts and export tools.
v = Hourly Volume / Peak Hour Factor
s = Base Saturation Flow × Lanes × fw × fhv × fg × fp × fa × fu
g = Displayed Green − Lost Timeg/C = Effective Green / Cycle Length
c = s × (g/C)Reserve Capacity = c − v
x = v / cd = 0.5C(1 − g/C)2 / [1 − min(1,x)(g/C)]
This planner uses a practical signalized-intersection framework. It helps compare demand, timing, and adjustment factors quickly during design checks, concept studies, or operational reviews.
| Scenario | Hourly Volume | Lanes | Green | Cycle | Adj. Demand | Capacity | v/c | Delay | LOS |
|---|---|---|---|---|---|---|---|---|---|
| AM Peak | 980 | 2 | 36 s | 90 s | 1,021 veh/h | 1,258 veh/h | 0.81 | 26.3 s/veh | C |
| Midday | 1,350 | 2 | 48 s | 96 s | 1,421 veh/h | 1,523 veh/h | 0.93 | 24.6 s/veh | C |
| PM Peak | 1,780 | 2 | 50 s | 110 s | 1,935 veh/h | 1,213 veh/h | 1.59 | 32.5 s/veh | C |
These examples are illustrative. Field calibration and local signal policies should guide final engineering decisions.
It is the maximum traffic volume a lane group can serve during the analysis period under given signal timing, geometry, and traffic conditions.
Peak hour factor converts hourly demand into a more realistic peak flow rate. Lower values indicate sharper surges and usually reduce operational comfort.
Saturation flow estimates how many vehicles can discharge per hour of effective green under prevailing field conditions for the studied movement.
A value above 1.00 suggests demand exceeds available capacity. That often indicates growing queues, unstable operation, and a likely need for timing or geometry changes.
No. It is a simplified planning estimate. Detailed design should use field counts, signal coordination effects, and full capacity analysis guidance.
Not directly. This setup is meant for signalized lane groups using green ratio and saturation concepts rather than gap-acceptance control.
They account for conditions that change discharge rates, such as heavy vehicles, narrow lanes, grades, curb friction, and local operational effects.
Many planners screen operations around 0.85 to 0.95, but acceptable targets depend on policy, reliability needs, and growth expectations.
Use observed turning counts where possible.
Check each critical lane group separately.
Compare results against field queues and delay.
Recalculate after timing or lane changes.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.