Footing Depth Calculator Guide: Thickness vs Frost Depth
Separate concrete footing thickness from embedment and frost depth. Check cubic yards from approved dimensions, compare excavation scope, and avoid over-ordering.
A footing depth calculator needs the thickness of the concrete section to estimate volume, not its distance below ground. A footing can sit deep below finished grade while the concrete itself is much thinner. Confirm both measurements on the approved drawing before calculating yards or comparing bids.
This guide separates concrete thickness, embedment, excavation, and frost-depth questions. It does not choose a safe footing depth. Soil, loads, drainage, local requirements, and the approved foundation design must be checked separately.
Use the Concrete Footing Calculator for volume and the Footing Size Calculator Guide for width and length planning. When bids arrive, compare scope in the Concrete Quote Reviewer.
Quick answer
For a rectangular continuous footing, use total run length, concrete width, and concrete thickness. When all three measurements are in feet:
net ft3 = run x width x thickness
net yd3 = net ft3 / 27
For width and thickness in inches, divide their product by 144 before dividing the resulting cubic feet by 27. A 40 ft footing that is 16 in wide and 12 in thick uses about 1.98 yd3 before waste. If the concrete thickness changes to 18 in with the same run and width, it uses about 2.96 yd3 before waste. Do not choose footing depth from a generic table alone. Confirm frost depth, soil, loads, setbacks, inspections, and code with a qualified local professional.
Concrete thickness and volume checks
These arithmetic examples use a 40 ft total footing run. They are not design recommendations. Thickness is the height of the concrete section, not burial depth; add an appropriate waste allowance only after calculating net volume.
| Width | Concrete thickness | Concrete before waste | Comparison |
|---|---|---|---|
| 12 in | 12 in | 1.48 yd3 | Reference arithmetic example |
| 16 in | 12 in | 1.98 yd3 | Wider, same thickness |
| 16 in | 18 in | 2.96 yd3 | 50% more thickness and volume than the previous row |
| 20 in | 18 in | 3.70 yd3 | Wider, same thickness as the previous row |
| 24 in | 24 in | 5.93 yd3 | Wider and thicker |
Keep full precision until the final display or purchase calculation. The table rounds to two decimal places; those figures are not supplier order increments. A one-line "footings included" bid is hard to compare if one contractor priced 12 in of concrete and another priced 18 in.
Example: 36 in below grade is not 36 in of concrete
For an illustrative section only, suppose an approved drawing shows the bottom of a footing 36 in below finished grade and its top 24 in below the same grade. The concrete thickness is 36 - 24 = 12 in. These dimensions are not a universal frost-depth rule or a recommended foundation detail.
| Measurement | Illustrative drawing |
|---|---|
| Bottom of footing below finished grade | 36 in |
| Top of footing below the same grade | 24 in |
| Concrete thickness: bottom minus top | 12 in |
| Run length and concrete width | 40 ft x 16 in |
For that concrete section:
Net ft3 = 40 x (16 / 12) x (12 / 12)
= 53.333333...
Net yd3 = 53.333333... / 27
= 1.975308...
Waste multiplier = 1 + 10 / 100
With waste = 58.666666... ft3
= 2.172839... yd3
Bags = round up (58.666666... / 0.60)
= 98 bags
The displayed planning volume is 2.17 yd3 with that waste allowance, or 98 bags at an assumed 80 lb bag yield of 0.60 ft3. Use the product's actual bag yield and confirm the supplier's ordering increments, minimum load, and site allowance before buying. The 10% allowance is an example, not a remedy for unknown trench dimensions or an unapproved design.
Entering 36 in as concrete thickness would triple this section's volume: 5.93 yd3 before waste, or 6.52 yd3 and 294 bags with the same assumptions. That larger figure is incorrect for the drawing described above. Wall concrete, backfill, drainage, and working space are separate quantities. Excavation may extend below the footing for an approved base or corrective detail; do not substitute that excavation depth for concrete thickness.
Enter the approved concrete thickness in the Depth field of the Concrete Footing Calculator. Keep the drawing's embedment and excavation notes alongside the estimate for quote review.
What affects footing depth
| Factor | Why it matters |
|---|---|
| Frost line | Footings may need to be below local frost depth. |
| Soil condition | Weak, disturbed, or wet soil can change the design. |
| Load | Decks, garages, walls, and additions have different requirements. |
| Slope and drainage | Water and grade can change excavation and protection. |
| Inspection | Forms and rebar may need approval before concrete is placed. |
| Existing structures | Tie-ins, utilities, and setbacks can limit excavation. |
For cost planning, use the Concrete Footing Cost per Linear Foot Guide.
Quote checklist
| Quote line | What to ask |
|---|---|
| Depth reference | From which finished grade or drawing datum is the top and bottom of the footing measured? |
| Concrete thickness | What is the distance from the concrete's top face to its bottom face? |
| Width | Is the footing width written in the bid? |
| Excavation | Is digging, spoil handling, and cleanup included? |
| Rebar | What bar size, spacing, chairs, and dowels are included? |
| Inspection | Who schedules inspection and owns delays? |
| Concrete | What mix, yards, waste, delivery, and placement method are assumed? |
Contractors can turn these items into a client-ready scope with the Concrete Proposal Kit. For bid review, do not compare only the cubic yards; compare excavation, steel, inspection, and access too.
Budget impact to normalize
When two footing quotes look close, convert each one into a cost per linear foot and a cost per cubic yard before deciding. A low per-yard number may still hide extra digging, spoil haul-off, rebar, inspection delays, or hand placement. Also check whether the quote assumes machine excavation or hand digging near utilities and existing structures. For small projects, those labor assumptions can matter more than the concrete volume. The best bid is usually the one that names depth, width, rebar, excavation, inspection, placement, cleanup, and exclusions clearly enough that change orders are less likely.
Depth, overdig, and water risk
Do not enter the deepest rough hole automatically. The calculator needs the planned concrete depth, while the field may have extra excavation for working room, soft soil removal, water, or collapsed trench edges. If the contractor has approval to fill overdig with concrete, that extra approved volume belongs in the order. The responsible design professional must specify any soil replacement, base, flowable fill, or other corrective detail. Do not choose a structural repair from this guide or hide it inside the normal footing thickness.
Water changes both cost and timing. Ask whether the quote includes pumping water, drying the trench, replacing unsuitable soil, delaying the pour, and protecting fresh concrete from washout. For frost-sensitive areas, confirm whether depth is measured to the bottom of footing, top of footing, finished grade, or local frost requirement. Those words matter when two bids use the same depth number but different reference points.
Compare depth across bids
Make each bidder write the reference point for depth. A "36 inch footing" can mean 36 inches below finished grade, 36 inches of concrete depth, or excavation to a local frost line with a shallower concrete section. Those are not the same cost. Record width, concrete depth, excavation depth, soil correction, rebar, inspection, and placement method in one table before choosing.
If the footing steps down along a slope, calculate each step as its own run. That avoids averaging the depth and under-ordering the deeper sections. Keep the step schedule with the quote so a supplier, inspector, or contractor can trace the concrete order back to the approved layout. If a depth changes after inspection or excavation, update the order before dispatch instead of relying on a verbal waste allowance. Written updates make final invoices, supplier tickets, inspection notes, and contractor scope easier to reconcile later. Keep dated photos with those notes when trench conditions are disputed.
FAQ
How do I calculate concrete for a footing depth?
Multiply footing length by concrete width by concrete thickness in feet, then divide by 27 for cubic yards. Do not use embedment or excavation depth in place of thickness. Apply waste to the unrounded volume before planning the order.
Can I choose footing depth myself?
No. Use this guide for planning questions only. The correct depth depends on frost, soil, load, code, and inspection requirements.
Does deeper footing always cost more?
Greater embedment can add excavation, spoil handling, access, water-control, or inspection costs without changing the footing's concrete volume. Concrete volume increases when the actual concrete section or run length increases. Compare the approved section and excavation scope separately before comparing price.
Should footing depth be written in a contractor quote?
Yes. Width, depth, rebar, excavation, concrete mix, and inspection responsibility should be written so bids can be compared fairly.
Is this structural advice?
No. Confirm footing depth, width, reinforcement, frost, soil, and permits with a qualified local professional.
Next step
Run the volume in the Concrete Footing Calculator, then review written bids in the Concrete Quote Reviewer.
For ordering specifications, quantity, and purchaser/supplier responsibilities, see NRMCA CIP 31: Ordering Ready Mixed Concrete. That ordering reference does not establish a footing design or local frost depth.
Quote planning next step
Turn this guide into a concrete buying check
Run the matching calculator, then compare ready-mix, bagged concrete, delivery fees, access needs, and quote gaps before you buy materials or approve a contractor number.