| HP Storm Pipe | |
|---|---|
| Lengths Available | 6m (20')* |
| Joint Performance | Watertight at 74 kPa laboratory test (ASTM D3212 and CSA B182.12) |
| Joining System | Extended Reinforced Integral Bell & Gasketed Spigot |
| Specifications | Meets CSA B182.12, AASHTO M330 300mm-1500mm (12"-60"), ASTM F2881 300mm-1500mm (12"-60") |
| Design Service Life | Minimum 100 Year |
Overview
HP Storm offers up to 100 percent greater pipe stiffness over traditional plastic pipe, which increases safety and service life in installations that demand high performance. The extended bell and spigot joint design adds an additional factor of safety within each joint to ensure watertight performance and long term design service life.
HP Storm pipe meets CSA B182.12.
Features and Benefits
- Increased stiffness results in an additional safety factor against construction loading and poor installations
- The extended bell and spigot joint with redundant, double-gasketed joints meets the 74 kPa watertight requirements of CSA B182.12
- Smooth interior with a Manning's value of 0.012, resulting in increased flow capacity
- Inert PP material is resistant to the effects of chemicals, abrasion, hot soils and effluent
- Lightweight product for best installed cost to maximize delivery and installation efficiencies
- Readily available in convenient locations to service local projects
Documentation
TN 1.01HP_Q HP Storm Perforation Patterns
TN 1.07_C Manhole Adapter Guide
TN 2.04_C Minimum and Maximum Cover Heights for HP Storm Pipe
TN 2.04_Q Minimum and Maximum Cover Heights for HP Storm Pipe
TN 2.04A_C Minimum and Maximum Cover Heights for Alternate HP Storm Pipe Tr
TN 4.02_C Chemical Resistance of Polypropylene and Elastomers
TN 5.04_C HDPE and HP Storm Connections to Manholes and Structures
TN 5.04_Q HDPE and HP Storm Connections to Manholes and Structures
TN 5.09_C Thermoplastic Pipe and Utility Crossings
TN 5.09_Q Thermoplastic Pipe and Utility Crossings
TN 5.14_C Culvert Sliplining with HP Pipe
TN 5.20_C Post Installation Testing of HP Storm
TN 5.22_C Design of Thermoplastic Drainage Structures
TN 5.22_Q Design of Thermoplastic Drainage Structures
TN 5.23_C Pipe Repair Methods - N-12 and HP Storm
TN 6.01_Q Detention System Maintenance
TN 6.24_C Best Practices for Under-Structure Detention Systems
TN 6.24_Q Best Practices for Under-Structure Detention Systems