Level of Service (LOS) Calculator
Determine roadway Level of Service grade (A through F) from traffic volume, lane count, free-flow speed, and vehicle mix using HCM methodology.
About this calculator
Level of Service (LOS) is the Highway Capacity Manual's letter-grade system -- A through F -- for describing how a freeway or multilane roadway segment actually operates under a given traffic load, distinct from the raw hourly volume itself. This calculator converts your reported directional traffic volume into an adjusted flow rate by dividing out the Peak Hour Factor (which spreads a lumpy 15-minute peak across a full hour) and a heavy- vehicle adjustment factor (which converts trucks and buses into an equivalent number of passenger cars, since a truck occupies more effective capacity than a car at the same speed). That adjusted flow rate, combined with a speed-reduction curve that slows traffic as the volume-to-capacity ratio climbs, produces an estimated density in passenger cars per mile per lane -- the actual variable the HCM grades on. Total capacity is a separate figure driven only by free-flow speed and lane count: it does not know or care about the Peak Hour Factor, which only reshapes how a given volume is spread across time, not how many vehicles the roadway can physically process.
How much the heavy-vehicle percentage matters is scaled by Terrain, but it is never zero: this calculator uses HCM's standard general-terrain-segment passenger-car equivalents for trucks (ET) -- 1.5 on Level terrain (the default), 2.5 on Rolling terrain, and 4.5 on Mountainous terrain -- so even on flat ground each truck or bus consumes 50% more effective capacity than a passenger car, and Heavy Vehicle % always pushes adjusted flow up somewhat. That effect grows sharply as terrain gets steeper: the same heavy-vehicle percentage pushes adjusted flow up far more on Mountainous terrain than on Level terrain, because a truck struggling up a grade occupies proportionally more roadway capacity than one on flat ground. This is a planning-level HCM approximation, not a substitute for a full traffic study with field-measured speeds and calibrated capacity values for a specific facility.
Inputs
Results
LOS Grade
A
Figures current as of 2016. Source: Transportation Research Board, Highway Capacity Manual, 6th Edition: A Guide for Multimodal Mobility Analysis
How to Use This Calculator
- Enter Traffic Volume, Number of Lanes, and Free-Flow Speed.
- Set Peak Hour Factor, Heavy Vehicle %, and Terrain.
- Choose a Terrain option: Level, Rolling, or Mountainous.
- Review the LOS Grade result.
- Use Description and Adjusted Flow Rate (pc/hr/ln) to inform your decision.
What each input means
- Traffic Volume
- Total directional traffic volume in vehicles per hour for all lanes combined.
- Number of Lanes
- Number of lanes in one direction of travel.
- Free-Flow Speed
- Speed of traffic under low-volume conditions. Typically the posted speed limit plus 5-10 mph on freeways.
- Peak Hour Factor
- Ratio of hourly volume to peak 15-min flow rate. 0.92 is typical urban; 0.85 for rural.
- Heavy Vehicle %
- Percentage of trucks, buses, and RVs in the traffic stream.
- Terrain
- Terrain type affects passenger-car equivalency for heavy vehicles.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersTraffic Volume = 1000, Number of Lanes = 2, Free-Flow Speed = 60, Peak Hour Factor = 0.92 = 6 input(s) provided
- Calculate LOS GradeA = A
- Calculate DescriptionFree flow, minimal delay = Free flow, minimal delay
- Calculate Adjusted Flow RateAdjusted Flow Rate557 = 557
Figures and sources
- HCM Level of Service density thresholds and passenger-car equivalents for freeway segments (2016) — Transportation Research Board, Highway Capacity Manual, 6th Edition: A Guide for Multimodal Mobility Analysis
Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Why does adding more heavy vehicles worsen the result more on some terrain settings than others?
This calculator's heavy-vehicle adjustment factor uses the passenger-car equivalents for trucks (ET) published in the Highway Capacity Manual, 6th Edition (Transportation Research Board): 1.5 on Level terrain, 2.5 on Rolling terrain, and 4.5 on Mountainous terrain. Because ET is always above 1, Heavy Vehicle % pushes the adjusted flow rate up on every terrain setting -- even flat ground, since a truck still consumes 50% more effective capacity than a car there -- but the effect is far stronger on Rolling or Mountainous terrain, where a heavier truck/bus mix can push the LOS grade down noticeably even with the same raw traffic volume.
Does raising the Peak Hour Factor change how many vehicles the road can physically handle?
No. Total Capacity is calculated purely from free-flow speed and the number of lanes -- it has no dependence on the Peak Hour Factor at all. The Peak Hour Factor only changes how a given hourly volume gets converted into the adjusted flow rate used for the LOS grade, by accounting for how concentrated traffic is within the peak 15 minutes of that hour; it never touches the roadway's underlying physical capacity.
What actually improves capacity more -- adding a lane or raising the speed limit?
Both raise Total Capacity, since it is the product of capacity-per-lane (which steps up with higher free-flow speed) and the number of lanes. Adding a lane multiplies capacity by a whole additional lane's worth of throughput, while raising free-flow speed moves capacity-per-lane through discrete tiers (2,200 to 2,400 passenger cars/hour/lane across this calculator's 30-75 mph range) -- a smaller, bounded gain compared with adding an entire lane.
What does a V/C ratio close to 1.0 mean for the LOS grade?
A V/C (volume-to-capacity) ratio approaching 1.0 means the adjusted flow rate is nearing the roadway's total capacity, which is exactly the condition that triggers this calculator's speed-reduction curve -- average speed drops sharply as V/C climbs, pushing density up and typically landing the result in LOS E (at capacity, unstable flow) or LOS F (forced, breakdown flow) rather than a free-flowing grade.
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