The Design And Installation Of - Asce 20-96 Standard Guidelines For
Calculate the pipe stiffness factor (PS) or D-Load for rigid pipes. Compare this to the required strength based on depth of cover.
If you are an owner of an aging pipeline system, a review of your original construction documents will likely reveal the phrase “Designed in accordance with ASCE 20-96 Standard Guidelines for the Design and Installation of…” Understanding that document is key to rehabilitating those assets today. Calculate the pipe stiffness factor (PS) or D-Load
Though published in 1996, this standard remains a foundational reference for engineers practicing in trenchless technology, open-cut excavation, and pipeline rehabilitation. This article dissects the scope, key provisions, and enduring relevance of ASCE 20-96. The American Society of Civil Engineers (ASCE) developed the 20-96 standard to fill a critical void: a unified, industry-consensus guideline covering both the structural design and field installation of buried utilities. The Full Title and Scope The complete title is "ASCE 20-96 Standard Guidelines for the Design and Installation of Underground Utility and Pipeline Systems" (An American National Standard). It was approved by the American National Standards Institute (ANSI) on June 6, 1996. Though published in 1996, this standard remains a
| Type | Description | Bedding Material | Compaction | | :--- | :--- | :--- | :--- | | | Flat bottom, no haunch support | Native soil (poor) | Minimal | | Type 2 | Shaped bottom, limited haunch | Sand or crushed stone | Moderate (90% Std Proctor) | | Type 3 | Full haunch support | Well-graded granular material | High (95% Std Proctor) | | Type 4 | Concrete cradle | Controlled low-strength material (CLSM) or concrete | Not applicable | The Full Title and Scope The complete title
Use the Iowa Deflection Formula (modified by ASCE 20-96): Δy (%) = (DL * K * Wc * 100) / (144 * PS + 0.061 * E') Where E' is the soil modulus of reaction (depends on bedding type). The standard provides lookup tables for E' values.
