Embodied carbon of materials

Mei Takahashi has spent eight years doing life cycle assessments of buildings, first for a structural engineering firm and now for a city's sustainability office. She opens her laptop on the studio table and shows the class a pie chart of a new library: the carbon emitted to make, transport and build its materials, compared with the carbon from heating, cooling and lighting it for sixty years. In an all-electric building on a clean grid, the materials are the larger slice. 'For most of my career, people thought only about the energy a building uses,' she says. 'Now the energy side is getting cleaner, and we're discovering that the carbon we pour and bolt into the building on day one is a big part of its whole life. And we can't take it back once it's out.'

Operational and embodied carbon

A building's greenhouse gas emissions fall into two groups. Operational carbon comes from the energy used to run the building: heating, cooling, ventilation, hot water, lighting and equipment. Embodied carbon comes from everything else: extracting raw materials, making products, transporting them, constructing the building, maintaining and replacing parts, and finally demolishing and disposing of it. Embodied carbon is usually expressed in kilograms of carbon dioxide equivalent (kg CO₂e), a unit that converts the warming effect of all greenhouse gases, including methane and refrigerants, into the equivalent amount of carbon dioxide.

Globally, the manufacture of building materials such as cement, steel and aluminium is often estimated to account for roughly a tenth of energy-related carbon dioxide emissions, and operational energy of buildings for considerably more. As grids decarbonize and buildings become more efficient, the embodied share of a new building's lifetime emissions grows, and for a highly efficient building it can be half or more. Embodied carbon is also emitted up front, before the building opens, which matters because the climate responds to cumulative emissions over the next few decades.

Life cycle assessment

Life cycle assessment (LCA) is the method for counting environmental impacts over a product's or building's whole life. For buildings, the European standard EN 15978 and the related product standards ISO 21930 and EN 15804 divide the life cycle into stages, now used around the world.

A cradle-to-gate assessment covers stages A1 to A3, up to the factory gate; this is what most product data provides. Cradle-to-grave covers A to C. Module D, benefits from reuse and recycling beyond the building's life, is reported separately because it is speculative. A whole-building LCA multiplies the quantities of each material, usually taken from the model or the cost estimate, by impact factors for each stage, and adds them up. The result is often normalized per square metre of floor area to compare buildings.

Several software tools perform whole-building LCAs using material databases, among them One Click LCA, Tally, the Athena Impact Estimator and, for material comparisons, the free EC3 tool from the Carbon Leadership Forum. Their results differ with their databases and assumptions, so comparisons should use the same tool and the same scope.

Environmental product declarations

An environmental product declaration, introduced in Lesson 1, reports the measured life cycle impacts of a product according to product category rules (PCRs) that fix the scope, functional unit and methods for that product type. Industry-average EPDs, published by trade associations, represent a sector's average; product-specific and plant-specific EPDs represent one manufacturer's product or one plant. The difference can be large: two plants making the same nominal concrete can differ by 30% or more, depending on their cement, SCMs and mix design. Buy-clean policies therefore ask for product-specific EPDs.

When reading an EPD, check the functional or declared unit (a cubic metre of concrete, a tonne of steel, a square metre of insulation at a given thermal resistance), the stages included, the global warming potential (GWP) in kg CO₂e, the validity date and the verification. Comparing EPDs is only meaningful between products that serve the same function under the same PCR.

Carbon by material

Per unit mass, concrete is one of the lowest-carbon materials and foams, glass and primary metals among the highest. But buildings use vastly more concrete than anything else, so concrete, along with steel, usually dominates a building's embodied carbon. In a typical mid-rise building, the structure and foundations often account for half or more of the A1 to A3 total, the envelope for a quarter or so and interiors and services for the rest, though interiors replaced several times over the building's life can add up.

Wood raises a special question. Trees absorb carbon dioxide as they grow, and about half the dry mass of wood is carbon. That biogenic carbon stays stored in a building's wood until the wood burns or rots. Some LCA methods count the stored carbon as a negative emission in A1 and add it back at end of life; others report it separately. The stored carbon is real, but it is temporary, and its climate benefit depends on how forests are managed and what happens to the wood at the end of the building's life. Takahashi recommends reporting biogenic carbon separately rather than netting it off, so that the comparison of manufacturing emissions stays clear.

Comparing structural systems

Because structure dominates, the choice of structural system is one of the most consequential carbon decisions an architect makes, and it happens early in design. The class compares three systems for the floors of the community hub's two-storey wing on its 7.2 by 7.0 m grid.

# Cradle-to-gate carbon of three floor systems for the hub wing, per m2 of floor (typical EPD values)
systems = {
    "CLT panels on glulam frame": [   # component, quantity per m2, unit, kg CO2e per unit
        ("CLT panel, 175 mm", 84, "kg", 0.26),
        ("glulam beams and columns", 14, "kg", 0.24),
        ("concrete topping, 50 mm", 0.05, "m3", 300),
        ("steel connectors", 3, "kg", 1.5)],
    "concrete flat slab": [
        ("slab, 250 mm, slag-blended", 0.25, "m3", 300),
        ("reinforcing steel", 25, "kg", 0.9),
        ("columns", 0.02, "m3", 300)],
    "steel frame, composite deck": [
        ("steel beams and columns", 45, "kg", 1.2),
        ("steel deck", 12, "kg", 2.5),
        ("concrete fill on deck", 0.11, "m3", 300),
        ("fire protection coating", 2, "kg", 1.0)],
}
for name, parts in systems.items():
    total = sum(q * f for _, q, _, f in parts)
    print(f"{name:<30} {total:6.0f} kg CO2e per m2")
wood = 98          # kg of wood per m2 in the timber system
print(f"Biogenic carbon stored in the timber system (reported separately): about {wood * 1.6:.0f} kg CO2e per m2")

CLT panels on glulam frame         45 kg CO2e per m2
concrete flat slab                104 kg CO2e per m2
steel frame, composite deck       119 kg CO2e per m2
Biogenic carbon stored in the timber system (reported separately): about 157 kg CO2e per m2

On these assumptions, the mass timber floor emits less than half the manufacturing carbon of the concrete flat slab or the steel and composite deck system, before counting the carbon stored in its wood. The result is typical of published comparisons, but the margins depend heavily on the specific products, the grid and the loads. A post-tensioned concrete slab with high slag content, or a steel frame of electric arc furnace sections, can narrow the gap; a timber floor with a thick concrete topping for acoustics widens it less than expected. The point Takahashi stresses is that these comparisons must be made early, with real quantities, and revisited as the design develops.

Strategies to reduce embodied carbon

The Carbon Leadership Forum and others suggest an order of priorities.

• Build less: reuse existing buildings where possible; renovation typically emits far less carbon than demolition and new construction. Question the size of the program and plan efficient layouts.
• Build light: use efficient structural spans and grids, avoid transfer structures and deep cantilevers, and do not over-specify strengths or thicknesses. Foundations shrink when the building gets lighter.
• Build with lower-carbon materials: GUL cement and SCMs in concrete; electric arc furnace steel; wood from sustainably managed forests; insulation with low-carbon blowing agents; recycled aluminium; reclaimed brick and timber.
• Build for the long term: durable, adaptable buildings spread their embodied carbon over a longer life (Lesson 10).
• Build for disassembly: bolted and screwed connections, separable layers and standard sizes make reuse possible at the end of life.

Takahashi warns against two traps. The first is shifting carbon rather than reducing it, for example by thinning insulation to save embodied carbon and then burning more gas to heat the building for sixty years. The second is focusing on small items with good stories, such as a reclaimed wood feature wall, while ignoring the large items in the foundations and structure.

Policy and targets

Embodied carbon has moved quickly from voluntary practice into policy.

The Government of Canada's Standard on Embodied Carbon in Construction applies to major federal construction projects procured after 2022. It first required disclosure of the embodied carbon of concrete and a 10% reduction from regional baselines; an update in July 2025 broadened it to structural steel and added whole-building life cycle assessment. Toronto's Green Standard version 4 caps the embodied carbon of new city-owned buildings at 350 kg CO₂e per square metre for stages A1 to A5 of the structure and envelope, a level that is voluntary for private buildings. Other cities, including Vancouver, have introduced reporting requirements or limits, and national code bodies are studying how embodied carbon might be addressed in future codes.

Takahashi ends her session with a warning about precision. A whole-building LCA reported to three significant figures looks authoritative, but its uncertainty is large: quantities from an early model may be off by a fifth, generic impact factors may differ from the eventual products by a third, and the assumptions for transport, waste, replacement and end of life are educated guesses. The results are most useful for comparing options within one project, with the same tool and the same scope, and for finding the few items that matter most. They are much less reliable for comparing one building with another unless both followed the same rules. She asks the students to report ranges rather than single numbers where they can, to state which stages and components they included, and to keep the quantity take-off so that the assessment can be updated as the design and the product selections firm up. In her experience, a project that repeats its LCA at each design stage and feeds the results back into decisions saves far more carbon than one that commissions a polished report at the end.

For designers, the practical result is that EPDs are increasingly requested in specifications, carbon budgets appear in project briefs, and whole-building LCAs are becoming a standard service at schematic design, design development and construction documents.

Exercise 11: embodied carbon

• Find product-specific EPDs for a concrete, a steel section and an insulation available near you, and record their declared units and GWP.
• Run the structural comparison above with quantities from your own hub design, and test how the result changes with different factors.
• Estimate the embodied carbon of one exterior wall assembly of the hub per unit of wall area, using the EPDs you found.
• Identify three ways to reduce the hub's embodied carbon by at least 10% without reducing its program or durability.
• Write a one-page carbon section for the hub's design brief, including a target and the stages it covers.