Mandrel (Deflection) Test Sizing Calculator

Required mandrel diameter for flexible sewer pipe deflection acceptance testing, and the inverse — the deflection a given mandrel actually verifies. Runs entirely offline; inputs persist in this browser via localStorage.

Use limits: The base (average) inside diameter is the whole ballgame, and it comes from the pipe standard's table (accounting for OD and wall tolerances) or the manufacturer's submittal — not from the nominal size, and not from measuring one pipe end with a tape. Where the spec includes a mandrel table, the spec's table governs. Presets below are commonly published D3034 values; verify against the standard edition your spec references.
Pipe & Criterion

How the Numbers Are Derived

The math

D_mandrel = base ID × (1 − deflection/100)

Inverse: deflection = (1 − D_mandrel / base ID) × 100

The base ID is the standard's average ID — nominal OD minus two average walls, adjusted for tolerances — which is why an "8-inch" SDR 35 mandrel at 5% is 7.28 in., not 7.60 in. Using nominal ID oversizes the mandrel and fails good pipe.

Test rules that ride along with the size
Common D3034 SDR 35 base IDs (verify against the referenced edition)
NominalBase ID (in)Mandrel at 5% (in)
6 in5.7425.455
8 in7.6657.282
10 in9.5639.085
12 in11.36110.793
15 in13.89813.203

For ASTM F679 (large-diameter PVC), profile-wall pipe, and HDPE, pull the base ID from the applicable standard or the manufacturer's submittal — the tables differ by standard and cell class.

References

  1. ASTM D3034 — Type PSM PVC Sewer Pipe and Fittings (dimension tables). https://www.astm.org/
  2. ASTM D2321 — Underground Installation of Thermoplastic Pipe (installation and deflection context).
  3. Contract specifications — governing mandrel table, deflection limit, and test timing.