Last updated: March 2026
📋 Table of Contents
- Blind Flange vs. Blank (Spade) vs. Spectacle Blind
- When Do You Need Isolation Blanks for Hydrostatic Testing?
- Blind Flange Thickness Calculator (Online)
- Thickness Calculation Formula — ASME B31.3
- Bolted Blind Flange Thickness — ASME VIII UG-34
- Step-by-Step Calculation Examples
- Blank Thickness Chart for Hydrotest
- Allowable Stress Values for Common Materials
- How to Calculate Hydrostatic Test Pressure
- Important Safety Considerations
- Frequently Asked Questions
1. Blind Flange vs. Blank (Spade) vs. Spectacle Blind
Although the terms "blind flange" and "blank" are often used interchangeably in the field, there are distinct engineering differences. Understanding them is important because each type has different design rules and thickness calculation methods.
| Feature | Blind Flange | Blank (Spade / Paddle Blind) | Spectacle Blind |
|---|---|---|---|
| Description | Solid disc with its own bolt holes, bolted to a companion flange to cap the pipe end | Flat plate inserted between two existing flanges at a bolted joint; has a handle for identification | Figure-8 shaped plate combining a blank and a spacer ring; rotated to switch between open and closed positions |
| Standard | ASME B16.5 / B16.47 (standard), ASME VIII UG-34 (custom) | ASME B31.3 Clause 304.5.3 | ASME B16.48 |
| Bolt holes | Yes — has its own | No — uses the joint bolts | Yes — has its own |
| Common use | Permanent pipe end closure | Temporary hydrotest isolation | Permanent switching isolation |
| Thickness formula | UG-34 (accounts for bolt moments) | B31.3 §304.5.3: Tm = dg√(3P/16SE) + C | Per ASME B16.48 tables |
2. When Do You Need Isolation Blanks for Hydrostatic Testing?
Temporary test plates or blanks are required in the following situations:
- Equipment isolation: To protect equipment (vessels, heat exchangers, pumps, compressors) rated for a lower pressure than the hydrotest pressure
- Instrument protection: To isolate instrument connections, control valves, relief valves, and safety devices
- Section testing: To test individual loops or sections of a piping system independently
- Tie-in isolation: To isolate existing operating plant from new construction being tested
- Maintenance isolation: During plant turnaround activities requiring positive mechanical isolation
- Confined space entry: For safety isolation before vessel or pipeline entry
3. Blind Flange Thickness Calculator (Online)
Use this blind flange thickness calculator to instantly determine the minimum required blank or spade thickness for hydrostatic testing per ASME B31.3 Clause 304.5.3. Select your pipe size, enter the test pressure, choose a material, and get results with a full calculation breakdown.
4. Thickness Calculation Formula — ASME B31.3
The minimum required thickness of a flat blank (spade or paddle blind) inserted between flanges is determined using the equation from ASME B31.3 Process Piping Code, Clause 304.5.3.
Where:
| Symbol | Description | Unit |
|---|---|---|
| Tm | Minimum required plate thickness | mm |
| dg | Internal diameter of the gasket (at the gasket load reaction point) | mm |
| P | Internal design pressure (or test pressure) | N/mm² (MPa) |
| S | Allowable stress of the plate material (from ASME Sec II Part D) | N/mm² |
| E | Quality factor (1.0 for seamless/solid plate) | — |
| C | Corrosion allowance (0 for temporary blanks) | mm |
- SE is often used as a combined value. For solid (seamless) plate stock, E = 1.0, so SE = S.
- The gasket internal diameter dg is the critical dimension. Using a larger dg gives a more conservative (thicker) result.
- For raised-face flanges with spiral wound gaskets, dg is approximately equal to the pipe outside diameter.
- The pressure P must be in N/mm² (MPa). Convert from bar by dividing by 10 (1 bar = 0.1 MPa).
- When designing blanks specifically for hydrostatic testing, P = test pressure.
5. Bolted Blind Flange Thickness — ASME Section VIII UG-34
When designing a custom bolted blind flange (one with its own bolt holes, as opposed to a blank inserted between flanges), the thickness calculation must follow ASME Section VIII, Division 1, Paragraph UG-34. This method accounts for bolt loading and gasket seating forces, which the simpler B31.3 blank formula does not address.
The UG-34 calculation involves:
- d = diameter measured per the applicable attachment sketch in UG-34(a)
- Cp = a constant depending on the attachment method (typically 0.33 for flat heads)
- P = design pressure (or test pressure)
- S = allowable stress at design temperature
- E = joint efficiency
- Additional checks for bolt loading (W) and gasket seating per Appendix 2
- Use B31.3 §304.5.3 (the calculator above) for flat blanks/spades inserted between existing flanges.
- Use UG-34 for custom-designed bolted blind flanges that have their own bolt holes.
- For standard ASME B16.5 blind flanges, no calculation is required — verify that the flange pressure-temperature rating meets the test pressure.
6. Step-by-Step Calculation Examples
Example 1: Carbon Steel Spade for 10" Pipe
📘 Example 1 — 10" NPS, Class 150, Carbon Steel Blank
- Pipe Size: 10" NPS (DN250)
- Flange Class: 150
- Gasket ID (dg): 264.0 mm
- Design Pressure: 15 bar
- Test Pressure (P): 1.5 × 15 = 22.5 bar = 2.25 MPa = 2.25 N/mm²
- Material: SA-516 Gr.70 plate (SE = 137.9 N/mm²)
- Quality Factor (E): 1.0 (solid plate)
- Corrosion Allowance (C): 0 mm
Step 1: Apply the formula Tm = dg × √(3P / 16SE) + C
Step 2: Calculate the term under the square root:
3P / 16SE = (3 × 2.25) / (16 × 137.9) = 6.75 / 2206.4 = 0.003059Step 3: Take the square root:
√0.003059 = 0.05531Step 4: Multiply by gasket ID and add corrosion allowance:
Tm = 264.0 × 0.05531 + 0 = 14.60 mm7. Blank Thickness Chart for Hydrotest
The following quick-reference chart shows calculated minimum blank thickness for common pipe sizes at various test pressures. Material is SA-516 Gr.70 (SE = 137.9 N/mm²), corrosion allowance = 0 mm. Gasket IDs are based on ASME B16.20 spiral wound gaskets for Class 150 RF flanges.
| Pipe Size (NPS) | Gasket ID dg (mm) | 15 bar (1.5 MPa) | 22.5 bar (2.25 MPa) | 30 bar (3.0 MPa) | 45 bar (4.5 MPa) | 60 bar (6.0 MPa) |
|---|---|---|---|---|---|---|
| 2" | 54.1 | 2.4 | 3.0 | 3.5 | 4.2 | 4.9 |
| 3" | 79.2 | 3.6 | 4.4 | 5.1 | 6.2 | 7.2 |
| 4" | 102.1 | 4.6 | 5.6 | 6.5 | 8.0 | 9.2 |
| 6" | 149.4 | 6.7 | 8.3 | 9.5 | 11.7 | 13.5 |
| 8" | 196.3 | 8.9 | 10.9 | 12.5 | 15.4 | 17.7 |
| 10" | 264.0 | 11.9 | 14.6 | 16.9 | 20.7 | 23.8 |
| 12" | 314.7 | 14.2 | 17.4 | 20.1 | 24.6 | 28.4 |
| 14" | 349.3 | 15.8 | 19.3 | 22.3 | 27.3 | 31.5 |
| 16" | 400.1 | 18.1 | 22.1 | 25.6 | 31.3 | 36.1 |
| 18" | 450.9 | 20.4 | 24.9 | 28.8 | 35.3 | 40.7 |
| 20" | 501.7 | 22.7 | 27.7 | 32.0 | 39.2 | 45.3 |
| 24" | 603.0 | 27.2 | 33.4 | 38.5 | 47.2 | 54.5 |
8. Allowable Stress Values for Common Materials
The allowable stress value (S) is a critical input in the blind flange thickness calculation. The table below provides commonly used values at ambient / test temperature (≤ 40°C / 100°F) from ASME Section II Part D.
| Material | Specification | Grade / Type | S (N/mm²) | S (psi) | Product Form |
|---|---|---|---|---|---|
| Carbon Steel Plate | SA-516 | Gr. 70 | 137.9 | 20,000 | Plate (blanks) |
| Carbon Steel Plate | SA-516 | Gr. 60 | 118.0 | 17,100 | Plate (blanks) |
| Carbon Steel Forging | SA-105 | — | 137.9 | 20,000 | Forgings (bolted blind flanges) |
| Structural Steel | A36 / S275JR | — | 165.0 | 23,900 | Plate (temp. blanks only) |
| Stainless Steel Plate | SA-240 | Type 304 | 138.0 | 20,000 | Plate (blanks) |
| Stainless Steel Plate | SA-240 | Type 316 | 138.0 | 20,000 | Plate (blanks) |
- SA-516 Gr.70 is the preferred ASME-listed plate material for blanks and spades.
- SA-105 is a forging specification — it applies to forged blind flanges and fittings, not to flat plate blanks cut from sheet.
- Structural steel (A36, S275JR) is commonly used for temporary hydrotest blanks because it is readily available and cost-effective. The allowable stress is conservatively taken as 2/3 × minimum yield strength.
9. How to Calculate Hydrostatic Test Pressure
The hydrostatic test pressure is the pressure at which the piping system is tested to verify its integrity. Per ASME B31.3 Paragraph 345.4.2, the minimum test pressure is calculated as:
Where:
- PT = Minimum hydrostatic test pressure
- Pd = Design pressure of the piping system
- ST = Allowable stress at test temperature
- S = Allowable stress at design temperature
10. Important Safety Considerations
Hydrostatic testing involves stored energy in compressed water. Follow these critical safety guidelines:
- Independent verification: All calculations should be verified by a qualified piping engineer.
- Material certification: Ensure the plate material has a valid Mill Test Certificate (MTC / EN 10204 3.1).
- Visual inspection: Inspect all blanks for laminations, cracks, or defects before installation.
- Gasket selection: Use an appropriate gasket between the blank and the flanges.
- Exclusion zone: Establish a safety exclusion zone around the test section during pressurization.
- Pressure relief: Provide a pressure relief device set at or below 110% of the test pressure.
