The main difference between ASTM A795 Schedule 10 and Schedule 40 fire sprinkler pipe is the wall thickness, weight, inside diameter, pressure capability, and application range. Both are designed for fire protection systems, but Schedule 10 is lighter and more economical, while Schedule 40 provides a thicker wall and higher mechanical strength.
astm a795 sch10 fire sprinkler pipe Sizes and Dimensions
| Dimensions, Weights, and Test Pressure For Light-Weight Fire Protection Pipe-Schedule 10 | |||||||||
| NPS Designator |
DN Designator |
Outside Diameter | Nominal Wall Thickness | Weight Plain End | Test Pressure, Seamless and ERW | ||||
| in. | mm | in. | mm | lb /ft | kg/m | psi | MPa | ||
| 3/4" | 20 | 1.05 | [26.7] | 0.083 | [2.11] | 0.83 | [1.28] | 700 | [4800] |
| 1" | 25 | 1.315 | [33.4] | 0.109 | [2.77] | 1.41 | [2.09] | 700 | [4800] |
| 1 1/4" | 32 | 1.66 | [42.2] | 0.109 | [2.77] | 1.81 | [2.69] | 1000 | [6900] |
| 1 1/2" | 40 | 1.9 | [48.3] | 0.109 | [2.77] | 2.09 | [3.11] | 1000 | [6900] |
| 2" | 50 | 2.375 | [60.3] | 0.109 | [2.77] | 2.64 | [3.93] | 1000 | [6900] |
| 2 1/2" | 65 | 2.875 | [73.0] | 0.12 | [3.05] | 3.53 | [5.26] | 1000 | [6900] |
| 3" | 80 | 3.5 | [88.9] | 0.12 | [3.05] | 4.34 | [6.46] | 1000 | [6900] |
| 3 1/2" | 90 | 4 | [101.6] | 0.12 | [3.05] | 4.98 | [7.41] | 1200 | [8300] |
| 4" | 100 | 4.5 | [114.3] | 0.12 | [3.05] | 5.62 | [8.37] | 1200 | [8300] |
| 5" | 125 | 5.563 | [141.3] | 0.134 | [3.40] | 7.78 | [11.58] | 1200 | [8300] |
| 6" | 150 | 6.625 | [168.3] | 0.134 | [3.40] | 9.3 | [13.85] | 1000 | [6900] |
| 8" | 200 | 8.625 | [219.1] | 0.188 | [4.78] | 16.96 | [25.26] | 800 | [5500] |
| 10" | 250 | 10.75 | [273.1] | 0.188 | [4.78] | 21.23 | [31.62] | 700 | [4800] |
astm a795 sch40 fire fighting pipe Sizes and Dimensions
| Dimensions, Weights, Test Pressures For Standard-Weight Fire Protection Pipe-Schedule 40 | |||||||||||
| NPS Designator |
DN Designator |
Specified Outside Diameter |
Nominal Wall Thickness |
Weight Plain End | Weight Threaded and Coupled |
Test Pressure,Seamless and ERW | |||||
| in. | mm | in. | mm | lb/ft | kg/m | lb/ft | kg/m | psi | MPa | ||
| 1/2 | 15 | 0.84 | [21.3] | 0.109 | [2.77] | 0.85 | [1.27] | 0.85 | [1.27] | 700 | [4800] |
| 3/4 | 20 | 1.05 | [26.7] | 0.113 | [2.87] | 1.13 | [1.69] | 1.13 | [1.68] | 700 | [4800] |
| 1 | 25 | 1.315 | [33.4] | 0.133 | [3.38] | 1.68 | [2.50] | 1.68 | [2.50] | 700 | [4800] |
| 1 1/4 | 32 | 1.66 | [42.2] | 0.14 | [3.56] | 2.27 | [3.39] | 2.28 | [3.40] | 1000 | [6900] |
| 1 1/2 | 40 | 1.9 | [48.3] | 0.145 | [3.68] | 2.72 | [4.05] | 2.73 | [4.07] | 1000 | [6900] |
| 2 | 50 | 2.375 | [60.3] | 0.154 | [3.91] | 3.66 | [5.45] | 3.69 | [5.50] | 1000 | [6900] |
| 2 1/2 | 65 | 2.875 | [73.0] | 0.203 | [5.16] | 5.80 | [8.64] | 5.83 | [8.68] | 1000 | [6900] |
| 3 | 80 | 3.5 | [88.9] | 0.216 | [5.49] | 7.58 | [11.29] | 7.62 | [11.35] | 1000 | [6900] |
| 3 1/2 | 90 | 4 | [101.6] | 0.226 | [5.74] | 9.12 | [13.58] | 9.21 | [13.71] | 1200 | [8300] |
| 4 | 100 | 4.5 | [114.3] | 0.237 | [6.02] | 10.80 | [16.09] | 10.91 | [16.25] | 1200 | [8300] |
| 5 | 125 | 5.563 | [141.3] | 0.258 | [6.55] | 14.63 | [21.79] | 14.82 | [22.07] | 1200 | [8300] |
| 6 | 150 | 6.625 | [168.3] | 0.28 | [7.11] | 18.99 | [28.29] | 19.2 | [28.60] | 1200 | [8300] |
| 8 | 200 | 8.625 | [219.1] | 0.277 | [7.04] | 24.72 | [36.82] | 25.57 | [38.09] | 1200 | [8300] |
| 10 | 250 | 10.75 | [273.1] | 0.307 | [7.80] | 34.27 | [51.05] | 35.78 | [53.29] | 1000 | [6900] |
What Are the Differences Between Schedule 40 and Schedule 10 Sprinkler Pipes?
Dimensions & Hydraulics
- Schedule 10: Thin-wall pipe
Thinner wall = larger inside diameter
Advantage: Less friction loss, improves hydraulic performance for water flow
- Schedule 40: Standard weight pipe
Thicker wall = smaller inside diameter
Higher friction loss compared to Sch 10 at equal pipe size
Example (NPS 2 inch):
Sch 10 wall thickness = 0.109 in (2.77 mm)
Sch 40 wall thickness = 0.154 in (3.91 mm)
Joint Connection Rules
- Schedule 40
Permitted connections: Threaded NPT, grooved, welded.
Sufficient wall thickness to cut full pipe threads safely.
Used for branch lines with threaded sprinkler drops.
- Schedule 10
Threading is FORBIDDEN under NFPA 13.
Only allowed connections: Grooved mechanical couplings or welding.
Threading penetrates the thin wall and creates catastrophic failure risk.
Strength, Pressure & Corrosion
Both typically have a 175 psi working pressure rating for fire service.
- Schedule 40
Greater physical impact resistance.
Extra wall thickness provides larger corrosion allowance.
Better suited for dry pipe, pre-action and deluge systems where internal corrosion is common.
- Schedule 10
Thinner wall offers minimal corrosion reserve.
More susceptible to damage from bumps, vibration and long-term rust pitting.

Advantages & Disadvantages: Schedule 40 vs Schedule 10 Sprinkler Pipes
Advantages of Schedule 40 Sprinkler Pipe
Threadable: Can directly install threaded sprinkler heads without transition fittings
Higher mechanical durability: Resists impact, vibration, minor physical damage
Greater corrosion allowance: Thicker wall tolerates internal rust and pitting
Versatile - suitable for all types of sprinkler systems
Universally accepted; most municipal codes, institutional and industrial specs default to Sch 40
Less risk during installation; more forgiving for field handling
Disadvantages of Schedule 10 Sprinkler Pipe
No threaded outlets
Any branch requiring threaded sprinkler drops must transition to Schedule 40 pipe or use grooved threaded adapters.
Thin wall provides minimal reserve if internal rust/pitting occurs.
Lower resistance to physical impact, vibration and water hammer
Many project specifications restrict or prohibit Sch10 for dry pipe / pre-action / deluge systems
NFPA 13 technically allows it, but corrosion risk makes Sch40 the industry default for dry systems.
Disadvantages of Schedule 40 Sprinkler Pipe
Heavier weight than Schedule 10 → higher dead load on ceiling hangers and building structure
Higher raw material cost than Sch 10
Smaller inner diameter creates higher friction loss; may require larger pipe sizes in hydraulic design
Increased labor cost for transportation and overhead installation
Advantages of Schedule 10 Sprinkler Pipe
Lightweight: ~30–45% lighter than Sch 40, reduces dead load on ceiling supports, easier overhead installation
Cost saving: Less steel material → lower pipe cost
Superior hydraulics: Larger internal diameter reduces friction loss; can sometimes downsize pipe in hydraulic design
Faster installation with grooved coupling systems
Frequently Asked Questions
Q:Which sprinkler systems suit Sch 10 and Sch 40 respectively?
Sch10 is commonly used for large grooved mains in indoor wet pipe systems. Sch40 fits threaded branches, dry, pre-action and exposed piping susceptible to impact or corrosion.
Q:Can Sch10 directly replace Sch40 on existing threaded sprinkler piping?
Direct replacement is not allowed. If threaded outlets are required, Sch40 must be adopted. Transition fittings are mandatory when mixing both pipe schedules.
Q:Is ASTM A795 welded or seamless pipe better for sprinkler systems?
Both welded and seamless ASTM A795 pipes can be used for fire sprinkler applications. Welded ERW pipe is widely preferred because it provides consistent quality, accurate dimensions, and a more economical solution for large projects.
While SCH 10 and SCH 40 are the most commonly used schedules in fire protection, SCH 30 and SCH 80 are selected for specific project requirements.
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