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Calcimator

Form Stripping Time Calculator

Estimate minimum form removal time based on concrete strength gain and temperature.

About this calculator

Min Stripping Time never depends on the specified 28-Day Design Strength value itself -- only on Member Type, Cement Type, Ambient Temperature, and Wet Curing. The hyperbolic strength-gain model this calculator uses expresses concrete strength as a FRACTION of f28 (percent of design strength reached over time), and the target fraction each member type requires (12.5% for vertical forms, 50% for slab soffits, 70% for beam soffits) is a fixed ratio, not an absolute psi value -- so the time needed to reach that fraction cancels the actual f28 number out of the stripping-time formula entirely. A 3,000 psi mix and a 10,000 psi mix following the same cement type, temperature, and curing schedule strip on the identical timeline in this model, even though Required Strength (psi) and Estimated Strength at Strip (psi) -- which ARE proportional to f28 -- differ substantially between them. Member Type produces the largest swing of any single input across its full range: switching from vertical forms to a beam/joist soffit moves Min Stripping Time by a factor of roughly 12.4x (only modestly more than the swing Ambient Temperature can produce across its own full range, roughly 9.6x), since soffits must support their own weight without formwork underneath and the model requires them to reach a much higher strength fraction before stripping.

Because Member Type is a coded 0-2 category rather than a continuous quantity, only an actual switch between member types shows that effect. Ambient Temperature is the largest lever among the continuously-adjustable inputs, feeding a maturity-method adjustment relative to a 70°F reference: colder curing conditions stretch the timeline, warmer conditions compress it. This is a simplified maturity-method estimate, not a substitute for field-verified cylinder breaks or maturity-meter readings required by most project specifications before stripping structural formwork.

Inputs

°F
psi

Results

Min stripping time (hours)

14.7

Min stripping time (days)0.6
Required strength (psi)500
Est. strength at strip (psi)543
% of 28-day strength13.6
Maturity (°F·hr)752
Member LabelVertical (wall/column)

Figures current as of 2021. Source: American Concrete Institute, ACI PRC-347-14(21), Guide to Formwork for Concrete (Reapproved 2021)

How to Use This Calculator
  1. Enter the Ambient Temperature in °F — this drives the timeline. Also enter the 28-Day Design Strength, which sets Required Strength (psi) for your records but does not change the Min Stripping Time itself.
  2. Select the Member Type (vertical, slab soffit, or beam/joist soffit) and Cement Type — Member Type has the largest effect on stripping time of any input.
  3. Indicate whether Wet Curing or blankets are being used — this reduces minimum strip time.
  4. Review Minimum Stripping Time in hours and days before removing any formwork.
  5. Check Estimated Strength at Strip and % of 28-Day Strength to confirm structural adequacy.

How the result changes with Ambient temperature (°F)

Ambient temperature (°F)Min stripping time (hours)
3339.6
4921.5
989
1107.8

What each input means

Ambient temperature (°F)
Average ambient temperature during curing.
28-day design strength (psi)
Specified 28-day compressive strength of the concrete.
Member type
0 = Vertical (wall/column), 1 = Slab soffit, 2 = Beam/joist soffit.
Cement type
0 = Type I (normal), 1 = Type III (high-early strength).
Wet curing
1 = Wet cured or blankets used, 0 = No special curing.

What each result means

Min stripping time (hours)
Minimum time before forms can be safely removed.
Min stripping time (days)
Minimum stripping time expressed in days.
Required strength (psi)
Minimum concrete strength needed before stripping.
Est. strength at strip (psi)
Estimated concrete strength at the stripping time.
% of 28-day strength
Estimated strength as percentage of 28-day design strength.
Maturity (°F·hr)
Nurse-Saul maturity index at stripping time.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Ambient temperature (°F) = 65, 28-day design strength (psi) = 4000, Member type = 0, Cement type = 0 = 5 input(s) provided
  2. Calculate Min stripping time
    Min stripping time = finalStrippingDays * 24
    14.7 = 14.7
  3. Calculate Min stripping time
    Min stripping time = tempAdjustedDays * curingFactor
    0.6 = 0.6
  4. Calculate Required strength
    Required strength = f28 * requiredStrengthFraction
    500 = 500

Figures and sources

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

Does raising the specified 28-Day Design Strength shorten the stripping time?

No -- Min Stripping Time is completely independent of the 28-Day Design Strength value. The strength-gain model targets a fixed PERCENTAGE of f28 for each member type, and that percentage target is what determines the timeline, so the actual f28 number cancels out of the time calculation entirely. It does, however, change Required Strength (psi) and Estimated Strength at Strip (psi), which scale directly with f28.

What has the biggest effect on how long I have to wait before stripping?

Member Type has the largest effect of any single input across its full range -- switching from vertical forms to a beam/joist soffit moves Min Stripping Time by roughly 12.4x, only modestly more than the swing Ambient Temperature can produce across its own full range (roughly 9.6x) -- but that effect only shows up when you actually switch member categories, since it's a coded 0-2 selection rather than a continuous quantity. Among the continuously-adjustable inputs, Ambient Temperature has the strongest effect, since the calculator adjusts the base strength-gain timeline relative to a 70°F reference — colder curing conditions stretch the wait, warmer conditions shorten it.

Why do slab and beam soffits need so much longer than wall forms?

Because soffit forms (the formwork under a slab or beam) have to support the member's own weight until the concrete can carry it, so the calculator requires a much higher target strength fraction before stripping — 50% of design strength for slabs and 70% for beams, compared to just 12.5% for vertical wall or column forms, which only need enough strength to hold their own shape once unsupported.

Does this replace a field strength test before stripping formwork?

No — it's a simplified maturity-method estimate for planning purposes, built on the form-removal strength-fraction guidance in the American Concrete Institute's formwork guide, ACI PRC-347-14(21) (Guide to Formwork for Concrete). Most project specifications require field-verified cylinder breaks or in-place maturity-meter readings confirming the actual required strength has been reached before structural formwork is removed, regardless of what this calculator's timeline suggests.

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