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- Concrete Post Hole Calculator
Cerca and Poste Concreto Estimador
Concrete Post Hole Calculator
Calcula el concreto para agujeros de postes de cerca, terraza, puerta y buzon por diametro, profundidad, permetido de grava, numero de agujeros y tamanio de bolsa. Obten pies cubicos, yardas cubicas, recuento de bolsas de 40/60/80 lb, desperdicio y costo de material.
Enter Post Hole Details
Resultados
Estimacion en vivoRespuesta rapida
One 12 in diameter post hole that is 36 in deep needs about 2.59 ft3 of concrete with 10% waste. That rounds up to about 5 common 80 lb bags, 6 common 60 lb bags, or 9 common 40 lb bags.
Post-hole scope plan
Turn post-hole bags into an install-ready scope check
Most post-hole calculators stop at cubic feet and bag count. This plan keeps that takeoff, then checks the scope items that change a fence, deck, gate, mailbox, or sign-post job: actual dug diameter, gravel deduction, embed depth, utility marking, frost or permit boundary, bag logistics, and bracing.
1 at 12 in
3 ft
52/100
| Scope check | Why it matters |
|---|---|
| Actual dug diameter is measured after augering, not assumed from the bit size. | Over-dug holes can change bag count faster than the visible estimate suggests. |
| Concrete-filled depth is separated from gravel or drainage stone at the bottom. | Gravel at the bottom should not be counted as concrete volume. |
| Utility marking, property line, frost depth, and permit responsibility are confirmed before digging. | Digging and inspection responsibility must be clear before quote approval. |
| Posts are braced plumb and hole backfill sequence is defined before concrete sets. | Fast-setting products and regular mixes leave different working windows. |
| Gravel deduction is intentionally zero or drainage base is not required for this scope. | This check helps turn the calculator result into a comparable quote scope. |
| Gate, deck, corner, or sign-post loads are reviewed separately from regular fence line posts. | Load-bearing or high-stress posts may need a different approved hole detail. |
Formula de huecos para postes
Un hueco redondo
Volume per hole = pi x (diameter / 2)^2 x concrete-filled depthVolume per hole = pi x (1.000 / 2)^2 x 3.000Total de huecos
Total before waste = 2.3562 x 1 holesFinal volume = total x (1 + 10%/100)Bolsas
Bags = ceil(final volume / 0.6)Recuento rapido de bolsas para huecos de postes
| Proyecto | Tamano del hueco | Concreto con 10% de desperdicio | Bolsas de 80 lb | 60 lb bags | 40 lb bags |
|---|---|---|---|---|---|
| 1 hole | 8 in x 24 in | 0.77 ft3 | 2 | 2 | 3 |
| 1 hole | 10 in x 30 in | 1.50 ft3 | 3 | 4 | 5 |
| 1 hole | 12 in x 36 in | 2.59 ft3 | 5 | 6 | 9 |
| 8 holes | 10 in x 30 in | 11.97 ft3 | 20 | 27 | 40 |
| 12 holes | 12 in x 36 in | 31.15 ft3 | 52 | 70 | 104 |
These examples use common bag yields and no gravel deduction. Use the calculator above when holes are over-dug, gravel replaces concrete, or the job has mixed post sizes.
Ejemplos de estimados de huecos de postes
Antes You Comprar Bolsas
- Measure the actual dug diameter, not only the planned auger size.
- Subtract gravel depth if the bottom of the hole is not filled with concrete.
- Separate regular line posts from larger gate, corner, deck, or sign posts.
- Check utility marking, frost depth, permit, and structural requirements before digging.
Notas de planificacion de huecos de postes
This calculator estimates material quantity only. It does not decide post size, embedment depth, frost depth, wind load, deck code, utility location, or permit requirements.
For the full written guide, see the concrete post hole calculator guide. For fence-specific 4x4, 6x6, corner, and gate-post bag checks, see the fence post concrete calculator guide. If the project is a continuous wall or beam footing, use the concrete footing calculator.
Preguntas frecuentes
Descargo de responsabilidad: Esta calculadora es solo para planificar material de concreto. Condiciones del sitio, preparacion de base, refuerzo, drenaje, juntas, precision de formaletas y normas locales pueden cambiar los requisitos reales. Consulta a un contratista o ingeniero calificado para trabajo estructural.