Short answer: Under NFPA 13-2025 29.2.1.1 the hydrostatic test pressure for a sprinkler system is 200 psi (13.8 bar), held for 2 hours; where the working pressure exceeds 150 psi, the test pressure is working pressure + 50 psi (29.2.1.3). The pressure is read at the gauge at the lowest point of the system (29.2.1.6) and there must be no loss of pressure.

Standard: NFPA 13 (2025), Chapter 29 (underground piping: Chapter 6)
Scope: Hydrostatic testing, flushing, operational tests, documentation
Reading time: 10 min


What Is Commissioning (Acceptance Testing)?

Commissioning a sprinkler system is the final test process carried out after installation is complete and before the building is put into use. NFPA 13 Chapter 29 defines the steps and the acceptance criteria. Commissioning follows this order:

  1. Flushing and hydrostatic testing of the underground piping
  2. Hydrostatic testing of the aboveground piping
  3. Air test for dry and preaction systems
  4. Flushing of the aboveground piping
  5. Operational tests (waterflow, dry pipe valve trip, deluge system)
  6. Main drain test
  7. Backflow preventer test
  8. Owner training and documentation
Commissioning sequence. Tap a step: the riser schematic highlights the component where that test is carried out and the path the water (or air) takes. Section numbers refer to NFPA 13-2025.

This article covers the technical details, acceptance criteria and field practice for each step.


1. Underground Flushing and Hydrostatic Test

Flushing Procedure

The underground main must be flushed before it is connected to the aboveground piping. Flushing removes sand, gravel, weld slag and other debris from inside the pipe.

Flushing velocity: the velocity inside the pipe must be at least 3.0 m/s (10 ft/s). The flow needed to reach this velocity depends on the pipe size:

Nominal Pipe Size (in.)Nominal Pipe Size (mm)Required Flow (L/min)Required Flow (gpm)
250380100
2½65570150
375833220
41001,500390
61503,350880
82005,9001,560

Source: NFPA 13-2025, Table 6.11.2.1.3 (extracted from NFPA 24 Table 10.10.2.1.3), flow required to produce a velocity of 10 ft/s (3.0 m/s). In systems supplied by a fire pump, the pipe is flushed at the greater of the Table 6.11.2.1.3.2 flow and the system demand from the hydraulic calculation; if the water supply cannot deliver that flow, at least 150 percent of the rated pump capacity is used, and if that is not possible either, the greater of the rated pump capacity and the system demand (6.11.2.1.3.2 (B), (C)).

Flushing flow. Pick a pipe size: the flow needed for 3.0 m/s (10 ft/s) inside the pipe is read from NFPA 13-2025 Table 6.11.2.1.3. The moving particles stand for the slag and debris the flush has to carry out.

Duration: flushing continues until the water runs completely clear; there is no fixed duration. In the field 5–15 minutes is usually enough, but large systems can take longer.

Critical point: if the aboveground piping is connected without flushing, debris reaches the sprinklers and blocks them. This is one of the most common causes of system failure.

Hydrostatic Test of the Underground Piping


2. Aboveground Hydrostatic Test

Test Procedure

All aboveground piping and attached appurtenances subjected to system working pressure are hydrostatically tested (29.2.1.1).

Important: the pressure is measured at the lowest point of the system; because of elevation, the pressure on upper levels can be below 200 psi (29.2.1.6). For example, with 200 psi on the lowest floor, seeing about 185 psi 10.5 m higher is normal (1 bar ≈ 10.2 m of water column).

Hydrostatic test pressure. Change the working pressure: up to 150 psi the test pressure is 200 psi, above it working pressure + 50 psi (29.2.1.1, 29.2.1.3). With a fire pump, the working pressure is the pump churn pressure plus the maximum static supply pressure (29.2.1.4). The second gauge shows how the reading falls as you move higher than the test gauge at the lowest point (1 bar ≈ 10.2 m).

Testing in Sections

On large projects the system can be commissioned floor by floor or section by section; portions that can be isolated may be tested separately (29.2.1.6). Each section is tested on its own and records are kept. This fits the project schedule, but a general test should be repeated once the whole system is complete.

Testing Modifications

Modifications to an existing system are also subject to testing:

Type of ModificationTest PressureDuration
Additions or modifications to existing pipingThe modified portion is isolated and hydrostatically tested in accordance with 29.2.1 (NFPA 13-2025, 30.7.1); where the modification affects 20 or fewer sprinklers, or cannot be isolated, the system is tested at working pressure (30.7.1.1, 30.7.1.2)2 hours
Modification of an existing dry or double-interlock preaction system40 psi (2.7 bar) air test; loss no more than 3 psi (0.2 bar) (30.7.2)2 hours
Piping between the fire department connection and the check valveHydrostatically tested in the same manner as the rest of the system (29.2.1.8)2 hours

3. Air Test for Dry and Preaction Systems

Dry pipe and double-interlock preaction systems receive an air pressure leakage test in addition to the hydrostatic test (29.2.2.1):

Air test. 40 psi for 24 hours; the dashed line is the 1.5 psi loss limit (29.2.2.1). The scenarios use illustrative values: any loss beyond the limit means the leak has to be found and repaired.

Cold weather: where weather conditions do not allow testing with water, this air test may be carried out temporarily; it does not replace the hydrostatic test, which must still be performed (29.2.1.5).

Piping specially investigated and listed for use in dry and double-interlock preaction systems may be tested in accordance with its listing (29.2.2.2).


4. Main Drain Test

Purpose

The main drain test verifies the condition of the water supply: it shows that water can reach the system and that the pressure is adequate.

Procedure

  1. Record the static pressure (system full, no flow)
  2. Open the main drain valve fully and keep it open until the system pressure stabilizes (29.2.3.4.1)
  3. Record the residual pressure during flow; the static and residual pressures are written on the contractor’s material and test certificate and on the general information sign (29.2.3.4.2)
  4. Close the valve and check that the static pressure returns

With a fire pump: the main drain test should be carried out with the pump running.

Acceptance Criterion

The residual pressure is compared with the value in the hydraulic calculation report. If the residual pressure is lower than the calculated value, there may be a problem with the water supply (a weakened supply, an obstruction, a partly closed valve).

Main drain test. The static pressure is recorded, the valve is opened fully and the residual pressure is read once it stabilizes (29.2.3.4). Enter your own values: if the residual pressure falls below the value in the hydraulic calculation, investigate the supply side.

5. Waterflow Alarm Test

Inspector’s Test Connection

Waterflow detecting devices are tested by flowing water through the inspector’s test connection, and an audible alarm must sound on the premises (29.2.3.1); where a fire alarm system monitors waterflow, the alarm signal must be produced in accordance with the applicable fire alarm code (29.2.3.1.1):

Acceptance Criteria

Alarm DeviceMaximum Time to Alarm
Mechanical waterflow alarm device (7.7.1)5 minutes
Electrical waterflow alarm device (7.7.2)100 seconds

The criterion is the same in both cases: any flow equal to or greater than that from a single automatic sprinkler of the smallest K-factor installed on the system must produce an audible alarm on the premises, lasting until the flow stops (NFPA 13-2025, 7.7.1, 7.7.2).

Practical note: with a test and drain valve, the main drain test and the waterflow alarm test can both be done from the same point.


6. Dry Pipe Valve Trip Test

Dry pipe systems receive a working test by opening the inspector’s test connection; the time for the valve to trip and the time for water to discharge from the test connection are measured (29.2.3.2.1, 29.2.3.2.3). Water delivery time requirements (8.2.4):

System CapacityConditionMaximum Water Delivery Time
AnyDwelling unit15 seconds
< 1,893 L (500 gal)Non-residentialNo time requirement
1,893–2,839 L (500–750 gal)Non-residential + QODNo time requirement
1,893–2,839 L (500–750 gal)Non-residential, no QOD60 seconds
> 2,839 L (750 gal)Non-residential60 seconds (single-outlet test connection, 8.2.4.2); quick-opening device if needed

QOD: quick-opening device. For systems where water delivery time is demonstrated by calculation (8.2.4.3), Table 8.2.4.3.2 applies by hazard (e.g. 50 s for ordinary hazard, 40 s for high-piled storage); systems verified by calculation are not separately subject to a time requirement at the acceptance test (29.2.3.2.3.2).

Dry pipe valve: water delivery time. Choose the occupancy, system capacity and quick-opening device; the maximum time that applies under NFPA 13-2025 8.2.4 is shown. In the animation one second is compressed to 60 ms.

Accepted methods of demonstrating water delivery time:

  1. Single test connection
  2. Multiple test connection manifold
  3. Calculation with a listed computer program

Air filling: the system must reach the required pressure within 30 minutes of the air supply being opened; for systems maintained at -15 °C or colder, the time is 60 minutes (29.2.3.2.4.1, 29.2.3.2.4.2).


7. Deluge and Preaction System Test

Test Steps

Automatic operation of deluge and preaction valves is tested in accordance with the manufacturer’s instructions; manual and remote control operation, where present, is also tested (29.2.3.3.1, 29.2.3.3.2):

  1. Manual trip test: pull station / manual release
  2. Automatic trip test: detector or pilot line
  3. Remote trip test (where provided)
  4. Full-flow deluge test: a gauge at the most remote sprinkler is recommended

Test Certificate Requirements

The test certificate must confirm that:


8. Backflow Preventer Test

Forward Flow Test

The backflow preventer is subjected to a forward flow test to confirm that it operates correctly; the minimum test flow is the system demand, including hose allowance where required (29.2.5.1, 29.2.5.2):

Note: this test is done once at acceptance and then repeated annually under NFPA 25.


9. Final Inspection and System Readiness

Visual Checklist

The final site walk checks the following:

Installation compatibility:

Sprinklers:

Heat sources:

Spare Sprinkler Stock

Sprinklers on the PremisesMinimum Spare Sprinklers
< 3006
300–1,00012
> 1,00024

Spare sprinklers must match the types, orientations and temperature ratings installed (16.2.7.2, 16.2.7.5); they must be kept in a cabinet where the temperature never exceeds the maximum ceiling temperature permitted for the sprinklers inside (16.2.7.3); and the cabinet must contain a sprinkler wrench for each sprinkler type (16.2.7.6) and a list of the sprinklers installed (16.2.7.7).

Spare sprinkler stock. Change the number of sprinklers on the premises: the minimum number of spares in the cabinet is 6, 12 or 24 (16.2.7). Spares must match the installed sprinklers in type, orientation and temperature rating.

10. Documentation Requirements

Contractor’s Material and Test Certificate

Once commissioning is complete, the contractor prepares the following documents (29.1.1):

  1. Underground certificate: flushing completed, hydrostatic test passed
  2. Aboveground material and test certificate: all components listed, tests recorded
  3. Hydraulic calculation report: design density, design area, water demand
  4. As-built drawings: the installation as actually built

Signs and Tags

Permanent metal or rigid plastic signs must be provided at the following valves:

Sign TypeLocationContent
Control valveEvery control valveThe portion of the building it protects
Drain valveEvery drain pointIdentification of the drain
Test connection valveEvery test valve“Test connection”
Hydraulic design signAlarm / dry / preaction valveDesign density, area, K-factor
General information signSystem riserSystem type, number of sprinklers, water supply
Antifreeze signAntifreeze loopManufacturer, type, concentration, volume
Low-point drainsDry / preaction valveNumber and location of drains
Fire department connection signFire department connection“Sprinkler” / “Standpipe”

Owner Training

The contractor must train the owner before the system is put into service:

Documents handed to the owner:


Field Practice: Common Mistakes

MistakeConsequenceRemedy
Piping connected without flushingBlocked sprinklersDismantle and flush the system again
Gauge in the wrong place during the hydrostatic testWrong pressure readingPut the gauge at the lowest point
Test and drain valve left closedWaterflow alarm test failsOpen the valve fully, close it after the test
Spare sprinkler cabinet in an overheated areaSprinklers are damagedMove the cabinet to a place where the temperature does not exceed the maximum ceiling temperature permitted for the sprinklers (16.2.7.3)
No fire department connection signThe fire service cannot find the connectionLabel it and fit a permanent sign
Backflow preventer test skippedThe water supply may be inadequateRun the forward flow test

Commissioning Checklist (Summary)


References

  1. NFPA 13 — Standard for the Installation of Sprinkler Systems, 2025 Edition, Chapter 29 (Systems Acceptance). National Fire Protection Association. https://www.nfpa.org/codes-and-standards/nfpa-13/standard-development/13

  2. NFPA 24 — Standard for the Installation of Private Fire Service Mains and Their Appurtenances, 2025 Edition, Table 10.10.2.1.3 (Flushing Flow Rates). National Fire Protection Association. https://www.nfpa.org/codes-and-standards/nfpa-24/standard-development/24

  3. NFPA 25 — Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2026 Edition. National Fire Protection Association. https://www.nfpa.org/codes-and-standards/nfpa-25/standard-development/25

  4. NFPA 72 — National Fire Alarm and Signaling Code, 2025 Edition. National Fire Protection Association. https://www.nfpa.org/codes-and-standards/nfpa-72/standard-development/72

  5. BOABC — Field Inspection / Acceptance Testing of Fire Sprinkler Systems, Matt Osburn (2024). British Columbia Building Officials Association. https://boabc.org/wp-content/uploads/2024/06/Acceptance-Testing-Commisioning-of-Sprinkler-Systems-Matt-Osburn.pdf

  6. NFPA 20 — Standard for the Installation of Stationary Pumps for Fire Protection, 2025 Edition. National Fire Protection Association. https://www.nfpa.org/codes-and-standards/nfpa-20/standard-development/20

  7. ASME A17.1 — Safety Code for Elevators and Escalators. American Society of Mechanical Engineers. https://www.asme.org/codes-standards

  8. FM Global — Property Loss Prevention Data Sheets. https://www.fmglobal.com/research-and-resources/fm-global-data-sheets

  9. SFPE — Society of Fire Protection Engineers. Fire Protection Engineering Resources and Guides. https://www.sfpe.org

  10. AWWA M17 — Installation, Field Testing, and Maintenance of Fire Hydrants. American Water Works Association. https://www.awwa.org/standards


Frequently Asked Questions

What is the hydrostatic test pressure for a sprinkler system?

Under NFPA 13-2025 29.2.1.1 the hydrostatic test pressure for a sprinkler system is 200 psi (13.8 bar), held for 2 hours; where the working pressure exceeds 150 psi, working pressure + 50 psi is applied. The pressure is read at the lowest point of the system and there must be no loss of pressure.

What velocity is required to flush sprinkler piping?

Under NFPA 13-2025 Table 6.11.2.1.3 (extracted from NFPA 24), the flushing flow must produce a velocity of at least 3.0 m/s (10 ft/s) in the pipe. Flushing continues until the water runs clear. For example, a 100 mm (4 in.) pipe needs 1,500 L/min (390 gpm).

What is a trip test on a dry pipe sprinkler system?

The trip test on a dry pipe system measures the time for the valve to trip and the time for water to discharge from the inspector’s test connection (NFPA 13-2025, 29.2.3.2). Where the system capacity exceeds 750 gal (2,839 L), water must reach a single-outlet test connection within 60 seconds (8.2.4.2). A quick-opening device (QOD) may be needed.

How is the backflow preventer tested in a sprinkler system?

The backflow preventer is subjected to a forward flow test to confirm that it operates correctly; the minimum test flow is the system demand, including hose allowance where required (NFPA 13-2025, 29.2.5). That flow is passed through the backflow preventer and the pressure loss is measured. The test is done once at acceptance and then repeated annually under NFPA 25.

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Sources & Disclaimer

Sources are listed in the References section above. This article is for general information; for clause numbers, thresholds and exceptions, rely on the current editions of the standards, and have the design carried out by a qualified engineer.