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Trench Shoring & Protective System Selector

OSHA 1926.652 decision-tree for excavation protection by soil type and depth

OSHA requires protective systems for all trenches 5 feet deep or greater, and recommends them for shallower trenches where conditions warrant. The standard (29 CFR 1926.652) gives employers four options: sloping, benching, shoring, and shielding. Which options are available depends on the soil classification and trench depth.

Soil classification is the critical first step. OSHA defines three soil types: Type A (most stable, such as caliche, hardpan, or stiff clay), Type B (medium stability, such as angular gravel or disturbed Type A), and Type C (least stable, such as granular sand or submerged soil). Each soil type has different maximum allowable slopes, benching configurations, and shoring load requirements. Getting the soil classification wrong can be fatal.

This tool screens the OSHA depth and soil-type decision points. Enter your trench dimensions, the soil classification your competent person determined on site, and site conditions such as water seepage. The calculator lists which protective-system families the standard makes available, the Appendix B slope geometry, and simplified timber prompts, with the source limits stated on every output.

Pro Tip: The biggest field mistake is classifying previously disturbed soil as Type A. Any soil that has been excavated and backfilled, even if it was originally stiff clay, is automatically Type B or worse. Trench collapses kill more construction workers per incident than any other hazard. When in doubt, classify one grade worse than you think - the cost of wider slopes or heavier shoring is trivial compared to a cave-in.

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Trench Shoring & Protective System Selector

How It Works

  1. Select the Soil Type

    Choose the OSHA soil classification determined by your competent person on site. The tool does not classify soil; it applies simplified Appendix A downgrade prompts to the type you select.

  2. Enter Trench Dimensions

    Enter trench depth, width, length, spoil-pile distance, and site conditions (water seepage, vibration, prior disturbance, adjacent loads). Water seepage reclassifies the soil to Type C.

  3. Review Listed Options

    The tool lists which protective-system families (sloping, benching, timber shoring, hydraulic shoring, shielding) the standard makes available for the entered soil type and depth, with geometry shown for the sloping option.

  4. Verify and Document

    Export the screening report as a planning aid. The competent person and, where required, a registered professional engineer make the actual protective-system decision against the official OSHA tables and manufacturer tabulated data.

Features & Capabilities

Depth Decision Prompts

OSHA 1926.652 depth thresholds: protection at 5 ft or less per competent-person judgment, tabulated options for 5-20 ft, and PE design required above 20 ft.

Slope Angle Tables

Maximum allowable slopes per Appendix B: Type A (3/4H:1V, 53 degrees), Type B (1H:1V, 45 degrees), Type C (1-1/2H:1V, 34 degrees).

Timber Shoring Prompts

Simplified timber member-size prompts derived from OSHA Appendix C for 5-20 ft trenches, flagged in-app as pending verification against the printed tables.

Shield & Hydraulic Pointers

Trench shield and aluminum hydraulic shoring options listed with manufacturer tabulated-data reminders; the tool does not size cylinders, walers, or shield pressure ratings.

Soil Downgrade Rules

Water seepage reclassifies the soil to Type C; prior disturbance, vibration, or adjacent loads downgrade Type A to Type B per simplified Appendix A prompts. Benching is disallowed for Type C.

Safety Checklist

Egress ladder counts, spoil setback, competent-person inspection, atmosphere testing, crossing, and water-control reminders with OSHA section references.

References

  • OSHA 29 CFR 1926 Subpart P - Excavations (1926.650-652 and Appendices A-C)
  • Maximum allowable slopes: Type A = 53 degrees (3/4H:1V), Type B = 45 degrees (1H:1V), Type C = 34 degrees (1-1/2H:1V)
  • Tabulated screening prompts cover trenches from 5 to 20 feet deep; deeper trenches require PE design
  • Timber member-size prompts are a simplified Appendix C extract pending line-by-line reconciliation; confirm against the printed tables

Frequently Asked Questions

OSHA requires a protective system (sloping, benching, shoring, or shielding) for all trenches 5 feet deep or greater, unless the excavation is made entirely in stable rock. For trenches less than 5 feet, a competent person must determine if protection is needed based on soil conditions.
No. OSHA prohibits benching in Type C soil. This calculator shows the Type C sloping prompt and reminds you that shoring or shielding must come from the applicable OSHA tabulated data, manufacturer tabulated data, or registered professional engineer design.
Type A is the most stable: cohesive soil with unconfined compressive strength of 1.5 tsf or greater (stiff clay, caliche, hardpan). Type B has lower strength (0.5 to 1.5 tsf) or is granular cohesionless soil like angular gravel. Any previously disturbed soil (even if originally Type A) is automatically downgraded to at least Type B.
Disclaimer: This tool is an educational reference based on OSHA 29 CFR 1926.652 and its appendices. It does not replace a competent person's on-site evaluation. Actual soil conditions, surcharge loads, adjacent structures, and changing weather may require more conservative protective systems than the tabulated minimums. A registered professional engineer must design protective systems for trenches deeper than 20 feet.

Learn More

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Trench Safety: OSHA Protective System Requirements

OSHA 1926.652 trench protection requirements explained. Soil classification, sloping angles, shoring options, and trench box selection by depth and soil type.

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