Materials & Quantities

Commercial ADA Accessible Ramp Length & Landing Calculator

Calculate the total horizontal length and number of intermediate landings needed for a permanent ADA-compliant accessible ramp.

  • Answers as you type
  • Every formula cited
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Market
Imperial · sales tax
The total vertical height the ramp must climb.

Measure the full vertical distance from the lower landing to the upper landing that the ramp needs to overcome.

Total ramp horizontal length

53 ft

High confidence

This restates the fixed ADA 2010 Standards ramp geometry requirements (1:12 max slope, 30 in / 762 mm max rise per run, 60 in / 1,524 mm min landing length) for total horizontal length planning — it does not check ramp width, cross slope (max 1:48), edge protection, surface requirements, or handrail specifications (see the companion handrail extension calculator), all of which are separately required for full compliance.

Number of ramp runs
2 runs
Intermediate landings required
1 landing
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • Per the ADA 2010 Standards for Accessible Design (verified against regulatory text/mirrors this session): maximum running slope is 1:12 (Section 405.2); maximum rise for a single ramp run before a landing is required is 30 inches / 0.762m (Section 405.6); ramp handrails must extend 12 inches / 0.3048m minimum beyond the top and bottom of each run (Section 505.10.3, verified verbatim: 'Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs'). Minimum landing length, verified verbatim against the Department of Justice's published text on 2026-09-22: 'The landing clear length shall be 60 inches (1525 mm) long minimum' (Section 405.7.3).

Inputs used

Total Vertical Rise
4 ft

Intermediate steps

Number of ramp runs
2 runs
Intermediate landings required
1 landing
Final result53 ft

Confidence note: This restates the fixed ADA 2010 Standards ramp geometry requirements (1:12 max slope, 30 in / 762 mm max rise per run, 60 in / 1,524 mm min landing length) for total horizontal length planning — it does not check ramp width, cross slope (max 1:48), edge protection, surface requirements, or handrail specifications (see the companion handrail extension calculator), all of which are separately required for full compliance.

What this calculation does not cover

  • The landings at the two ENDS are not in this number. A ramp needs a level landing at its top and at its bottom, each at least 60 inches (1,524 mm) in the direction of travel, and neither is in the total returned here — so a ramp that fits the measured space on this figure will overrun it by roughly 10 feet (3 m) once both ends exist. Intermediate landings are counted; the terminal ones are not.
  • 1:12 is the code ceiling, not a design target, and this page is hardcoded to it. Built at exactly 1:12 a ramp has no construction tolerance at all — a slab poured a fraction of an inch steep anywhere along the run measures non-compliant — and it is also the hardest legal slope for someone to self-propel up. Designing shallower means multiplying the rise by 16 or 20 yourself, because this total will always be the shortest ramp the standard permits, never the most usable one.
  • A landing that turns is a bigger landing. This adds 60 inches of straight travel per intermediate landing, which is right only where the ramp carries on in the same direction. Switch back — which is how a long ramp fits a real site — and that landing must be at least 60 by 60 inches with the ramp width setting the other side, at which point the answer stops being a length and becomes a footprint to lay out on plan. The same goes for any landing a door opens onto, where the door's maneuvering clearance is required on top of the 60 inches.
4 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.

Sources checked 2026-09-22 · v1.0.1

Regulatory standards & verification citations1
  1. Per the ADA 2010 Standards for Accessible Design (verified against regulatory text/mirrors this session): maximum running slope is 1:12 (Section 405.2); maximum rise for a single ramp run before a landing is required is 30 inches / 0.762m (Section 405.6); ramp handrails must extend 12 inches / 0.3048m minimum beyond the top and bottom of each run (Section 505.10.3, verified verbatim: 'Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs'). Minimum landing length, verified verbatim against the Department of Justice's published text on 2026-09-22: 'The landing clear length shall be 60 inches (1525 mm) long minimum' (Section 405.7.3).
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Your workspace

Most jobs need more than one number. Add the calculators you need next and they open right here, underneath this one — your figures stay on screen and nothing is lost to a page change.

Code thresholds this tool can check

Code thresholds this tool can check

Checked for United States. Each check below names the body that published the limit it uses. Switching market re-runs them. This is not a code review and has no official standing.

These checks cover only the specific numeric limits listed below. They are not a complete code review: fire separation, egress, structural capacity and accessibility provisions are outside their scope, and only the handful of local amendments offered in the selector are modelled — your municipality may have others. Passing every check here does not make a design compliant. Final approval rests with your local building authority.

  • WITHIN LIMIT — Maximum running slope 1:12; maximum rise 30 in (762 mm) per run.

    Rise of 48 in exceeds 30 in, so 1 intermediate landing(s) are mandatory — they are included in the length above.

    US Access Board · 2010 ADA Standards §405.2 / §405.6 · 2010 ADA Standards §405.6

Now that you have the number

These guides cover the work this quantity is for — the first ones run this calculator inside the section that raises the question.

Still deciding? Platform Lift vs Ramp — the factors that actually differ, with no invented prices.

How to calculate commercial ADA accessible ramp length & landing in 2 steps

  1. Total Vertical RiseThe total vertical height the ramp must climb.
  2. Total ramp horizontal lengthThe tool computes the total ramp horizontal length from those figures and shows the formula, its sources, and a confidence rating alongside it.

Total ramp horizontal length by total vertical rise

Page defaults, not your figures above.

Total Vertical RiseTotal ramp horizontal length (ft)
2 ft24
3 ft41
4 ft53
5 ft65
6 ft82
7 ft94

Frequently asked questions

Why does the ramp need intermediate landings?
Because ADA 2010 Standards Section 405.6 lets a single ramp run at the maximum 1:12 slope rise no more than 30 inches (0.762 m) before a level landing is required. A ramp with more total rise therefore needs one or more intermediate landings to break it into compliant runs.
How is the total horizontal length calculated?
At the maximum 1:12 slope, the sloped run length is 12 times the total rise. This calculator adds the length of every required intermediate landing (60 inches / 1.524m each, per Section 405.7) to that sloped-run length to get the total horizontal footprint.
Does a passing result mean the ramp is fully ADA-compliant?
No — this only covers the fixed ramp-run and landing-length geometry (1:12 max slope, 30in max rise per run, 60in min landing length). It does not check ramp width, cross slope (max 1:48), edge protection, surface requirements, or handrail specifications, which are separately required.
Preliminary estimate, not certified engineering. This tool produces an indicative quantity calculation for planning purposes only — it is not a certified structural analysis, a guaranteed material takeoff, or a substitute for building department approval. Always verify measurements on-site and have a licensed contractor or structural engineer review any load-bearing, code-sensitive, or safety-critical work before purchasing materials or starting construction. Spotted an arithmetic or standards error? Report it to contact@craftquantities.com with your inputs — a confirmed fix gets a permanent check of its own, so the same mistake cannot come back.