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Pedestrian Level of Service Calculator

Calculate sidewalk level of service using HCM methodology based on width, flow rate, and obstructions.

About this calculator

Pedestrian Level of Service (LOS) follows the Highway Capacity Manual's approach to grading sidewalk comfort: it isn't raw sidewalk width or raw pedestrian volume alone that matters, but flow rate -- pedestrians per minute divided by effective width in feet. Effective width first subtracts a fixed 3 feet total (1.5 feet buffer on the building side plus 1.5 feet on the curb side, where pedestrians naturally avoid walking) and then further subtracts about 1 foot for each fixed obstruction such as signs, poles, or planters, since walkers route around those too. The resulting flow rate is graded on a standard six-tier HCM scale from A (flow rate at or below 5 pedestrians/min/ft, free-flowing) through F (above 23 pedestrians/ min/ft, at or beyond capacity, with walking speeds and personal space severely restricted).

Capacity is estimated as effective width multiplied by 23 pedestrians/min/ft, the flow rate at the LOS E/F boundary -- the point HCM treats as the practical ceiling for sustained pedestrian flow. A sidewalk can therefore look adequate by its nominal width alone and still grade poorly on LOS once obstructions and edge buffers are subtracted, which is exactly the gap this calculator is built to surface for corridor planning and ADA-adjacent capacity review.

Inputs

ft

Results

Flow Rate (ped/min/ft)

6.67

LOS Grade (1=A to 6=F)

2

Effective Width (ft)3
LOS Letter GradeB
Capacity (ped/min)69
How to Use This Calculator
  1. Enter Sidewalk Width (ft), Peak Pedestrians/Minute, and Obstructions.
  2. Review Flow Rate (ped/min/ft) and LOS Grade (1=A to 6=F, with the letter shown separately as LOS Letter Grade).
  3. Use Effective Width (ft) and Capacity (ped/min) to inform your decision.
  4. Widen the sidewalk, remove obstructions, or reduce peak pedestrian volume and re-run the calculator to see which change moves the LOS grade the most.

How the result changes with Sidewalk Width (ft)

Sidewalk Width (ft)Flow Rate (ped/min/ft)LOS Grade (1=A to 6=F)
401
6205
122.861
201.331

What each input means

Sidewalk Width (ft)
Total sidewalk width from building face to curb in feet
Peak Pedestrians/Minute
Peak 15-minute pedestrian volume converted to per-minute rate
Obstructions
Number of fixed obstructions (signs, poles, planters) reducing effective width

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    Sidewalk Width (ft) = 8, Peak Pedestrians/Minute = 20, Obstructions = 2 = 3 input(s) provided
  2. Calculate Flow Rate
    Flow Rate
    6.67 = 6.67
  3. Calculate LOS Grade
    2 = 2
  4. Calculate Effective Width
    Effective Width
    3 = 3
  5. Calculate Capacity
    Capacity
    69 = 69

Engine last updated . Checked against 2 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 effective width subtract 3 feet before any obstructions are counted?

This calculator reserves 1.5 feet along the building face and 1.5 feet along the curb as a standing buffer pedestrians naturally avoid walking directly against -- shy distance from walls, storefronts, and the traffic edge. That fixed 3-foot deduction applies before obstructions like signs or poles are subtracted, so even a completely clear sidewalk never counts its full nominal width as usable walking space.

How many obstructions does it take to push a sidewalk into a worse LOS grade?

It depends on the sidewalk's starting width and pedestrian volume, since each obstruction only subtracts about 1 foot of effective width in this calculator's model, and LOS grade responds to the flow-rate ratio (pedestrians per minute over effective width), not obstruction count directly. On a narrower sidewalk already close to a grade boundary, even one or two additional obstructions can meaningfully raise flow rate and drop the LOS letter grade; on a wide, lightly used sidewalk the same obstructions barely move it.

What flow rate marks the difference between LOS A and LOS F?

This calculator follows the HCM's six-tier pedestrian LOS scale: LOS A holds at or below 5 pedestrians per minute per foot of effective width (free, comfortable walking), while LOS F is anything above 23 pedestrians per minute per foot, where crowding significantly restricts walking speed and the ability to pass other pedestrians. The letters B through E mark intermediate flow-rate thresholds between those two extremes (B up to 7, C up to 10, D up to 15, E up to 23).

Does adding more sidewalk width always improve the LOS grade proportionally?

Wider sidewalks do lower flow rate (and improve LOS) for a given pedestrian volume and obstruction count, since flow rate is peak pedestrians per minute divided by effective width -- but the relationship isn't perfectly linear against nominal width, because the fixed 3-foot edge buffer and any per-obstruction deductions are subtracted first. A very narrow sidewalk loses a larger share of its width to that fixed buffer than a wide one does, so incremental width tends to help a narrow, congested sidewalk more than it helps an already-wide one.

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