OSHA Trenching & Excavation Standards
29 CFR 1926 Subpart P — the federal standard for all open excavations. Public domain. Applies to every trench over 5 feet deep (and shallower trenches if hazardous conditions exist).
Soil Classification (OSHA Appendix A)
| Soil Type | Description | Test Method | Unconfined Strength |
|---|---|---|---|
| Type A | Cohesive, stable. Stiff clay, hardpan, caliche. No fissuring, no prior disturbance, no water seepage. | Thumb penetration: <0.25"; Pocket penetrometer: ≥1.5 tsf | ≥ 1.5 tsf |
| Type B | Cohesive or granular. Angular gravel, silty clay, previously disturbed Type A, fissured soils, dry rock not hard enough for Type A. | Thumb penetration: 0.25"–1"; Penetrometer: 0.5–1.5 tsf | 0.5 – 1.5 tsf |
| Type C | Cohesive <0.5 tsf, granular (sand, gravel), submerged soil, soil subject to water, layered systems sloping into excavation. | Thumb penetration: >1"; crumbles easily. Water present. | < 0.5 tsf |
Required Sloping Angles (OSHA Appendix B)
| Soil Type | Max Slope | H:V Ratio | Setback per foot of depth |
|---|---|---|---|
| Type A | 53° | 3/4 : 1 | 0.75 ft each side |
| Type B | 45° | 1 : 1 | 1.0 ft each side |
| Type C | 34° | 1.5 : 1 | 1.5 ft each side |
| Stable Rock | 90° | Vertical | 0 |
Competent Person Daily Checklist
Trench Shield (Box) Requirements
- Permitted in all soil types as an alternative to sloping or shoring
- Must extend ≥ 18 inches above top of unstable soil, or within 2 ft of surface in stable soil
- Workers must not be in the shield during movement or repositioning
- Must be designed by a PE or meet manufacturer tabulated data
- Spoil minimum 2 ft from trench edge regardless of shield use
- Maximum 2 ft of unprotected trench in front of and behind the shield
Key Regulations
OSHA PPE Requirements — Construction
29 CFR 1926 Subpart E — Personal Protective Equipment requirements for construction sites. Applies to all contractors on federal projects and most state equivalents.
| PPE Item | When Required | Standard | Notes |
|---|---|---|---|
| Hard hat | All areas where head injury risk from falling objects, bumping, electrical | 1926.100 / ANSI Z89.1 | Class E for electrical work. Replace after impact. |
| Safety glasses / goggles | Grinding, chipping, drilling, concrete work, chemical exposure | 1926.102 / ANSI Z87.1 | Side shields required for flying debris |
| High-visibility vest | Work near moving vehicles or equipment (MUTCD / ANSI 107) | MUTCD / 23 CFR 634 | Class 2 min near traffic; Class 3 on highway right-of-way |
| Steel-toe boots | Heavy equipment operation, material handling | 1926.96 / ASTM F2413 | EH-rated for electrical hazards |
| Gloves | Handling sharp materials, chemicals, concrete, hot surfaces | 1926.28 (general duty) | Cut-resistant for pipe handling; chemical-resistant for solvents |
| Hearing protection | Noise ≥ 85 dBA TWA (jackhammers, compactors, excavators) | 1926.52 / 1910.95 | Earplugs: ~33 NRR. Earmuffs: ~25–30 NRR |
| Fall protection | Leading edges, excavations, elevated platforms ≥ 6 ft | 1926.502 | Harness + lanyard OR guardrail + safety net system |
| Respiratory protection | Silica dust, confined spaces, spray-applied coatings | 1926.1153 / 1910.134 | Silica PEL: 50 μg/m³ TWA. N95 minimum for silica. |
811 / Blue Stakes — Call Before You Dig
811 is the national "call before you dig" number. Blue Stakes of Utah administers the program for Utah. Required by law before any excavation. Not optional.
The 5 Steps to Safer Digging
Utility Marking Color Codes (APWA Standard)
What Blue Stakes Does NOT Cover
- Private service lines (from meter to building) — these are the property owner's responsibility
- Abandoned lines — may still be present and energized
- Non-member utilities — some small utilities may not be registered
- Accuracy within the tolerance zone — 24" either side of marks is your responsibility to hand dig
Confined Space Entry — Construction
29 CFR 1926.1200–1213 — Confined spaces in construction. Covers manholes, vaults, tanks, excavations deeper than 4 ft with limited access. One of the most dangerous activities in underground utility work.
Permit-Required Confined Space (PRCS) Criteria
A space is permit-required if it has one or more of:
- Hazardous atmosphere (or potential for one) — oxygen-deficient (<19.5%), oxygen-enriched (>23.5%), flammable >10% LEL, toxic at or above PEL
- Material that could engulf an entrant (water, soil, grain)
- Internal configuration that could trap or asphyxiate
- Any other recognized serious safety or health hazard
Atmospheric Testing Order (Always in this sequence)
Common Confined Spaces in Underground Utility Work
| Space | Primary Hazards | Notes |
|---|---|---|
| Manholes | Oxygen deficiency, H₂S, methane, engulfment | Always treat as PRCS until tested. Sewer gas is heavier than air — pools at bottom. |
| Valve vaults | Oxygen deficiency, gas leaks | Test all corners. Purge if O₂ low. |
| Trenches >4 ft | Cave-in, oxygen deficiency (near gas lines) | Atmospheric monitoring required if risk of gas infiltration. |
| Wet wells / lift stations | H₂S, methane, oxygen deficiency, electrocution | Highest H₂S risk. Immediately dangerous to life at 100 ppm. |
| Storage tanks | Flammable vapors, toxic residue, O₂ deficiency | Hot work permit required. Inert atmosphere possible. |
Best Construction YouTube Channels
The best free education in construction is on YouTube. These are the channels worth following — field knowledge, equipment, business, and industry news.
Heavy Civil & Underground Utility
Business & Leadership
Equipment & Field Operations
News, AI in Construction & Industry Updates
Where to stay current on what's happening in construction and how AI is changing it. No paywalls where possible.
Daily / Weekly News
AI in Construction
Podcasts
Podcasts
The best podcasts for heavy civil, construction business, and industry news. See the full list in the News & AI Updates section.
Standards & Codes Reference
Key standards for underground utility and heavy civil construction. Know which ones apply to your work.
| Standard | What it covers | Who publishes | Applies to |
|---|---|---|---|
| 29 CFR 1926 Subpart P | Excavation and trenching safety | OSHA | All construction excavations |
| 29 CFR 1926 Subpart E | Personal Protective Equipment | OSHA | All construction workers |
| 29 CFR 1926.1200 | Confined spaces in construction | OSHA | Manholes, vaults, tanks |
| AWWA C900 | PVC pressure pipe for water distribution | AWWA | Waterline, 4"–60" |
| AWWA C151 | Ductile iron pipe specifications | AWWA | Waterline, DIP |
| AWWA C200 | Steel water pipe specifications | AWWA | Large diameter steel pipe |
| ASTM D3034 | PVC sewer pipe (SDR 35) | ASTM | Gravity sewer, storm |
| ASTM D3035 | HDPE pipe for pressure applications | ASTM | Force mains, directional drill |
| ASTM C76 | Reinforced concrete pipe | ASTM | Storm drain, culverts |
| ASCE MOP 36 | Design and construction of sanitary sewers | ASCE | Sewer system design |
| MUTCD | Manual on Uniform Traffic Control Devices | FHWA | All work zone traffic control |
| APWA Color Code | Underground utility marking colors | APWA | All utility locates |
| CGA Best Practices | Damage prevention for underground utilities | Common Ground Alliance | All excavators |
Open-Source Construction Tools
A curated directory of open-source tools for construction, civil engineering, and estimating. All free to use, fork, and contribute to.
Public Construction Datasets
Free, publicly available data sources for construction research, pricing, and analysis.
Soil Classification Reference
Field identification methods and engineering properties of common soil types encountered in underground utility work.
| Soil Type | Description | Field Test | Swell Factor | Shrink Factor | Bearing (PSF) |
|---|---|---|---|---|---|
| Sand (clean) | Loose to dense granular, no cohesion, drains freely | Falls apart in hand when dry. No ribbon forms when wet. | 10–15% | 5–10% | 1,500–3,000 |
| Gravel | Coarse granular, excellent drainage, stable when compacted | Individual particles visible. No plasticity. | 10–20% | 5–10% | 3,000–6,000 |
| Silty clay | Medium cohesion, moderate plasticity, slow drainage | Ribbon 1–2" before breaking. Thumb penetration 0.5"–1". | 20–30% | 10–15% | 1,000–2,000 |
| Stiff clay | High cohesion, low permeability, stable excavation walls | Ribbon 2"+ before breaking. Thumb barely penetrates. Penetrometer ≥1.5 tsf. | 25–35% | 15–20% | 2,000–4,000 |
| Soft clay | Low strength, high plasticity, unstable in excavation | Thumb penetrates easily. Oozes when squeezed. | 30–40% | 20–25% | 500–1,000 |
| Rock (soft) | Shale, limestone, weak sandstone. Can be ripped. | Scratches with knife. Breaks with hammer blow. | 25–40% | 0% | 10,000–50,000 |
| Rock (hard) | Granite, basalt, hard sandstone. Requires blasting or rock saw. | Cannot scratch with knife. Rings when struck. | 30–50% | 0% | 50,000+ |
Swell factor: volume increase when excavated (BCY → LCY). Shrink factor: volume decrease when compacted (BCY → CCY). Always verify with actual soil testing for design.
Utility Marking Color Codes
APWA Uniform Color Code for underground utility markings. The national standard used by all 811 programs.
Source: APWA Uniform Color Code. Used by all 811 One-Call programs nationwide. Marks are typically flags, paint, or stakes. Respect all marks — even if you know where a line is.
Pipe Specifications Quick Reference
Common pipe materials, their typical applications, pressure ratings, and standards. Use the full pipe reference table in the Calculators for OD, wall thickness, and weight.
| Material | Typical Use | Size Range | Joint Type | Standard | Notes |
|---|---|---|---|---|---|
| PVC C900 | Water distribution, pressure pipe | 4"–60" | Push-on gasket | AWWA C900 | DR18 = 165 PSI, DR14 = 200 PSI. Most common water pipe. |
| PVC SDR 35 | Gravity sewer, storm drain | 4"–15" | Push-on gasket | ASTM D3034 | Gravity only. Not for pressure. Flexible ring-tight joints. |
| HDPE (DR11) | Force mains, directional drill, gas | ½"–63" | Butt fusion, electrofusion | ASTM D3035 | 200 PSI. Fully restrained joint. Excellent for DD crossings. |
| HDPE (DR17) | Low-pressure water, reclaimed water | ½"–63" | Butt fusion | ASTM D3035 | 100 PSI. Lighter wall, lower cost. |
| Ductile Iron (DIP) | Water, sewer under pressure, harsh soils | 3"–64" | Push-on or mechanical | AWWA C151 | Restrained joints (TR Flex, Megalug) required at fittings and long runs. |
| RCP (Class III) | Storm drain, culverts | 12"–144" | Bell and spigot, O-ring | ASTM C76 | Gravity only. Class I–V by wall strength. Class III most common. |
| Steel | Water transmission, large diameter | 4"–252" | Welded, flanged, mechanical | AWWA C200 | Requires interior/exterior coating. Good for large diameter, high pressure. |
| VCP (Vitrified Clay) | Sanitary sewer (existing systems) | 4"–42" | Push-on, compression | ASTM C700 | Chemically inert, common in older sewer systems. Brittle. |
Construction Glossary
Common terms in heavy civil and underground utility construction. From field slang to engineering terminology.