BRT Corridor Capacity Calculator
Calculate Bus Rapid Transit corridor capacity, station count, and travel time based on headway and route design.
About this calculator
Peak Hourly Capacity is the product of two inputs only: how many buses per hour the Headway allows (3,600 seconds divided by Headway, rounded down) and how many riders each bus holds (Bus Capacity). Both capacity figures are per direction — the standard transit-planning unit is passengers per hour per direction (pphpd), so double them for a two-way corridor total. Neither Station Spacing nor Route Length has any effect on this figure — they instead drive Station Count and End-to-End Travel Time, which are calculated separately. Bus Capacity is a direct linear multiplier on Peak Hourly Capacity, while Headway acts through a floor-rounded inverse (buses-per-hour is 3,600 divided by Headway, rounded down) that gets sharply more sensitive as Headway approaches its 30-second minimum — at that extreme, buses-per-hour hits 120, four times the 30 buses per hour a default 120-second headway produces. That 120 figure is a throughput ceiling, not an operable service plan: the ITDP BRT Planning Guide puts one-lane, one-docking-bay saturation at about 60 buses per hour, above which bunching becomes unacceptable, so anything below a 60-second headway here presumes passing lanes and multiple sub-stops at every station.
Note also that Peak Hourly Capacity multiplies buses-per-hour by the full Bus Capacity, with no load factor and no peak-hour factor — it is the theoretical maximum if every bus in the peak hour arrives exactly full, and real planning practice discounts it by roughly 10-25%. Which of the two inputs swings the result further depends on where you start from in each one's declared range. Daily Capacity extends the peak figure across an assumed 16-hour operating day using a fixed load-factor curve — 4 peak hours at full capacity, 4 shoulder hours at 60%, and 8 off-peak hours at 30% — rather than any ridership data you provide, so it always scales as a constant multiple of Peak Hourly Capacity. Travel Time is simply Route Length divided by the Average Operating Speed you enter, so it does not model dwell time at each station, traffic signal priority, or how closely spaced stops slow a route down — those effects have to be baked into the speed figure you supply. Reported US BRT operating speeds (dwell included) cluster around 10-13 mph for street-running lines; only grade-separated busways such as Pittsburgh's East Busway reach the high twenties, so a default of 13 mph is a much safer planning assumption than the free-flow speed of the vehicles.
Inputs
Results
Peak Hourly Capacity (per direction)
2,400
Daily Capacity (per direction)
21,120
How to Use This Calculator
- Enter Station Spacing (miles), Bus Capacity, and Headway (seconds).
- Set Route Length (miles).
- Set Average Operating Speed — 10-13 mph is typical for a street-running US BRT line, 28-29 mph only for a grade-separated busway.
- Review Peak Hourly Capacity and Daily Capacity.
- Use Station Count and End-to-End Travel Time (min) to inform your decision.
- Use the chart to visualize the results and explore different scenarios by adjusting inputs.
How the result changes with Bus Capacity
| Bus Capacity | Peak Hourly Capacity (per direction) | Daily Capacity (per direction) |
|---|---|---|
| 40 | 1,200 | 10,560 |
| 60 | 1,800 | 15,840 |
| 120 | 3,600 | 31,680 |
| 200 | 6,000 | 52,800 |
What each input means
- Station Spacing (miles)
- Average distance between BRT stations in miles
- Bus Capacity
- BRT vehicle capacity (articulated buses: 60-120)
- Headway (seconds)
- Time between buses at a station. Top BRT systems run 60-90 seconds. A simple corridor with one lane and one docking bay per direction saturates at roughly 60 buses per hour (a 60-second headway) — anything tighter needs passing lanes and multiple sub-stops. Because whole buses per hour are floor-rounded, headways above about 5 minutes change the result only in coarse jumps.
- Route Length (miles)
- Total one-way route length in miles
- Average Operating Speed
- Average end-to-end speed including station dwell. Reported US BRT speeds run about 10-13 mph for street-running lines (Cleveland 11, New York 10, Las Vegas 13) and 28-29 mph for grade-separated busways (Pittsburgh, Miami).
How this is calculated
Worked example, using the default values
- Identify Input Parameters5 parametersStation Spacing (miles) = 0.5, Bus Capacity = 80, Headway (seconds) = 120, Route Length (miles) = 10, Average Operating Speed = 13 = 5 input(s) provided
- Calculate Peak Hourly CapacityPeak Hourly Capacity2400 = 2400
- Calculate Daily CapacityDaily Capacity21120 = 21120
- Calculate Station CountStation Count21 = 21
- Calculate End-to-End Travel TimeEnd-to-End Travel Time46.2 = 46.2
Engine last updated . Checked against 1 independently-derived test — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Does Station Spacing affect how many riders the corridor can carry per hour?
No — Peak Hourly Capacity depends only on Headway and Bus Capacity. Station Spacing instead determines Station Count (how many stops fit along Route Length), which is a separate output describing infrastructure needs rather than passenger throughput.
Which input swings Peak Hourly Capacity more: Bus Capacity or Headway?
It depends on where you start. Bus Capacity is a direct linear multiplier, so a given percentage change always produces the same percentage change in Peak Hourly Capacity. Headway acts through a floor-rounded inverse relationship that gets much more sensitive near its 30-second minimum — at the tightest allowed headway, buses run four times as often as at the 120-second default — so Headway can swing the result further at the low end of its range even though Bus Capacity's effect is more consistent throughout.
How is Daily Capacity different from just multiplying Peak Hourly Capacity by 24 hours?
Daily Capacity assumes a fixed 16-hour operating day split into three demand periods — 4 peak hours at full capacity, 4 shoulder hours at 60%, and 8 off-peak hours at 30% — rather than running at peak capacity around the clock. That weighted total is always the same multiple of Peak Hourly Capacity regardless of what values you enter.
Does a shorter Station Spacing make End-to-End Travel Time longer?
Not directly — Travel Time is Route Length divided by the Average Operating Speed you enter, and Station Spacing does not feed into it. In reality, closer-spaced stations mean more stops and more dwell time, which is exactly the effect you should account for by lowering the Average Operating Speed input: a line with quarter-mile stop spacing will run several mph slower than the same corridor with half-mile spacing.
Can a BRT corridor really run a 30-second headway?
Only with passing lanes and several docking bays per station. The ITDP BRT Planning Guide puts the saturation point of a simple one-lane, one-bay corridor at about 60 buses per hour — a 60-second headway — beyond which buses bunch behind each other at stations. This calculator will happily compute a 30-second headway, but treat anything below 60 seconds as a figure that presupposes a much more expensive station design than a single platform.
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