Pavement Rutting Model Calculator

Explicit independently established permanent layer strains integrated to rut depth, no repetitions/temperature rutting coefficients invented. Caller independently establishes units, regime, calibration and applicability; this does not establish design-code compliance, authenticity, operational safety, treatment efficacy or a validated forecast.

Description

Layer rutting can be modeled by multiplying thickness by permanent strain.

Layer rutting can be modeled by multiplying thickness by permanent strain.1

The modeled sum depends on supplied layer strains rather than predicting them from traffic or material properties. Use this tool to calculate pavement Rutting Model from the supplied measurements and assumptions.

When to use Pavement Rutting Model Calculator

Use this tool to calculate pavement Rutting Model from the supplied measurements and assumptions. Establish the SI units or caller unit basis, load signs, measurement interval, model conditions and independently chosen coefficients or references.

How to use Pavement Rutting Model Calculator and understand its results

  1. Establish the SI units or caller unit basis, load signs, measurement interval, model conditions and independently chosen coefficients or references.
  2. Enter callerRuttingLayerThicknessM, callerMatchedPermanentLayerStrainFractions, using the field meanings and rules below, then run the tool.
  3. Read layerPermanentRutDepthsM, totalPermanentRutDepthM. Interpret the fields using their units, signs and evidence conventions below.
  4. If input validation fails, correct the reported field and run again. Before applying the result, check reference scope, model assumptions and any missing evidence or placeholder values.
Input fieldMeaningValue typeRequirement
callerRuttingLayerThicknessMCaller rutting layer thickness mlist of numberRequired
callerMatchedPermanentLayerStrainFractionsCaller matched permanent layer strain fractionslist of numberRequired

Enter nonempty aligned positive layer thicknesses in m and nonnegative permanent strains. Return thickness×strain per layer and their sum in m. Strains are not bounded to one by this implementation; no material or traffic model derives them.

rutDepthM=ΣlayerThicknessM_i×permanentStrain_i

Use the exact units, boundary rules, ordering and missing-evidence conventions above.

Output fieldMeaningValue type
layerPermanentRutDepthsMLayer Permanent Rut Depths M; follow the units, sign, ordering and evidence convention stated abovelist of number
totalPermanentRutDepthMTotal Permanent Rut Depth M; follow the units, sign, ordering and evidence convention stated abovenumber
json
{
  "input": {
    "callerRuttingLayerThicknessM": [
      1,
      2
    ],
    "callerMatchedPermanentLayerStrainFractions": [
      0.01,
      0.02
    ]
  },
  "output": {
    "layerPermanentRutDepthsM": [
      0.01,
      0.04
    ],
    "totalPermanentRutDepthM": 0.05
  }
}

Limitations and assumptions

The modeled sum depends on supplied layer strains rather than predicting them from traffic or material properties. Interpretation depends on the units, sampling scope and exact model described above.

All listed fields require explicit values. Unexpected fields, incorrect types, nonfinite numbers and sparse evidence arrays fail validation; the specific bounds and alignment requirements are stated above. Extremely large inputs or outputs can also be rejected. An input error is distinct from a successful result reporting false, no matches or missing evidence.

Alternative or Complementary methods

Use Pavement Fatigue Crack Model Calculator for this related task: Miner-style damage accumulates cycle-count fractions relative to failure counts.

Use Benkelman Pavement Deflection Calculator when its separate inputs and assumptions fit the question: A Benkelman-style deflection calculation combines dial change, lever ratio and a correction.

References

  1. Pavement Rutting Model Calculator — tool.io

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