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Calcimator

Pervious Concrete Calculator

Calculate pervious concrete volume, infiltration rate, stormwater storage capacity, and runoff reduction compared to impervious surfaces.

About this calculator

Infiltration Rate (in/hr) depends only on Void Ratio (%) -- it is a simplified linear model, infiltration equals void ratio times 14.4 -- so Pavement Area, Thickness, and Design Rainfall never move this number at all. Estimated Cost follows the same one-input pattern from the opposite side: it is simply Pavement Area times a flat $11/sq ft installed rate, unaffected by thickness, void ratio, or rainfall design. Within this calculator's declared ranges (15-35% void ratio, 0.1-10 in/hr design rainfall), Infiltration Rate always works out to at least 216 in/hr, far above any design rainfall intensity the tool accepts, so Handles Design Storm reads Yes for every combination of inputs you can enter -- a No would require rainfall intensities far beyond typical design-storm values.

Storage Capacity (cu ft) and the gallon figures scale with both Pavement Area and Thickness together, since they measure the volume of void space available in the slab -- doubling either one doubles storage. Runoff Reduction (%) responds most strongly to Design Rainfall: at low rainfall intensities the pavement's fixed storage capacity absorbs nearly all of it (100% reduction), but as rainfall intensity climbs toward the top of the design range, that same fixed storage handles a shrinking share of total runoff. This tool does not model clogging over time, which reduces real-world infiltration rates significantly.

Inputs

sq ft
in

Results

Infiltration Rate (in/hr)

288

Handles Design Storm (1=Yes)

1

Concrete Volume (yd³)18.52
Storage Capacity (cu ft)100
Runoff Reduction59.88%
Storage (in/sq ft)1.2
Total Weight (lbs)60,000
Estimated Cost$11,000.00
Total Storage Gallons748.22
How to Use This Calculator
  1. Enter the total pavement area in sq ft and the slab thickness in inches (typically 5–8 in for pervious concrete).
  2. Set the void ratio percentage — typical pervious mixes range from 15–25%; higher voids increase infiltration but reduce strength.
  3. Enter the design rainfall intensity in inches per hour using your local 10-year storm data.
  4. Check Infiltration Rate (in/hr) against design rainfall; 'Handles Design Storm' (1=Yes) confirms adequacy.
  5. Use Runoff Reduction (%) to document stormwater credit for permitting and LEED calculations.
  6. Note the Concrete Volume (yd³) and Estimated Cost for budget planning.

How the result changes with Void Ratio (%)

Void Ratio (%)Infiltration Rate (in/hr)Handles Design Storm (1=Yes)
152161
304321
355041

What each input means

Pavement Area (sq ft)
Total area of pervious concrete pavement
Thickness (in)
Pervious concrete thickness (typically 5-8 inches)
Void Ratio (%)
Percentage of voids in the mix (typical: 15-25%)
Design Rainfall (in/hr)
Design storm rainfall intensity for your region

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Pavement Area (sq ft) = 1000, Thickness (in) = 6, Void Ratio (%) = 20, Design Rainfall (in/hr) = 2 = 4 input(s) provided
  2. Calculate Infiltration Rate
    Infiltration Rate
    288 = 288
  3. Calculate Handles Design Storm
    Handles Design Storm
    1 = 1
  4. Calculate Concrete Volume
    Concrete Volume
    18.52 = 18.52
  5. Calculate Storage Capacity
    Storage Capacity
    100 = 100

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 the pavement area or thickness affect how fast water infiltrates?

No -- Infiltration Rate (in/hr) is calculated from Void Ratio alone, using a simplified linear model (void ratio times 14.4). Pavement Area, Thickness, and Design Rainfall have no effect on this number; only the mix's void percentage does.

Will Handles Design Storm ever show No?

Not within this calculator's input ranges. Infiltration Rate always comes out to at least 216 in/hr (at the minimum 15% void ratio), while Design Rainfall tops out at 10 in/hr, so infiltration always exceeds design rainfall and the flag reads Yes for every combination you can enter here.

What drives Estimated Cost?

Estimated Cost is simply Pavement Area times a flat $11 per square foot installed rate -- Thickness, Void Ratio, and Design Rainfall have no effect on it at all. A thicker or more porous slab costs more to build in reality, but this simplified estimate only scales with footprint area.

Why does Runoff Reduction drop as design rainfall intensity increases?

The pavement's storage capacity is fixed by its area, thickness, and void ratio, not by how hard it is raining. At low rainfall intensities that fixed storage can absorb essentially all the runoff (100% reduction), but as design rainfall climbs, the same fixed storage volume represents a shrinking share of the total water arriving, so the reduction percentage falls.

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