Enter the volume of demolished concrete and your local disposal and recycling rates to instantly see your net cost savings, CO₂ emissions avoided, and landfill volume diverted.
Reviewed by the AllConcreteCalculator.com editorial team — CO₂ emission factors cross-checked against EPA Construction & Demolition data and NRMCA industry benchmarks, May 2026.
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Cost Comparison
Key Savings Metrics
Total Project Savings by Recycling
Savings = (Landfill disposal cost) − (Recycling processing fee) + (RCA aggregate credit). CO₂ avoidance factor: 0.025–0.030 tons CO₂ per ton of concrete diverted from landfill, plus 0.048 tons CO₂ per ton of virgin aggregate avoided (NRMCA / EPA C&D benchmarks). Actual savings depend on local market rates — always confirm with your recycler and supplier. Use our Carbon Footprint Calculator for a full lifecycle analysis.
⚠ Pro Tip: The biggest variable isn't the recycling fee — it's trucking. If your job site is within 20 miles of a concrete recycler, recycling almost always beats landfill disposal on cost alone. Beyond 30–40 miles, the hauling cost advantage erodes quickly. Get recycler and landfill quotes for the same haul distance before making the decision.
The calculator compares the total cost of landfill disposal against the net cost of recycling (processing fee minus aggregate credit), then adds the CO₂ and landfill volume avoided as environmental metrics.
| Step | Formula | Example (50 tons, $55/ton disposal, $10/ton recycle, $12/ton RCA) |
|---|---|---|
| 1. Disposal cost | Tons × $/ton disposal | 50 × $55 = $2,750 |
| 2. Recycle processing | Tons × $/ton recycle fee | 50 × $10 = $500 |
| 3. RCA aggregate credit | Tons × $/ton RCA value | 50 × $12 = $600 |
| 4. Net savings | Disposal − Recycle + RCA | $2,750 − $500 + $600 = $2,850 |
| 5. CO₂ avoided | Tons × 0.078 tons CO₂/ton | 50 × 0.078 = 3.9 tons CO₂ |
| 6. Landfill diverted | Tons ÷ 2.025 = yd³ | 50 ÷ 2.025 = 24.7 yd³ |
| Project Size | Concrete (tons) | Disposal Cost | Recycle Net Cost | Net Savings | CO₂ Avoided |
|---|---|---|---|---|---|
| Small patio (10×10 ft, 4 in) | 2.5 | $138 | $−5 (credit) | $143 | 0.2 tons |
| Residential driveway | 12 | $660 | $−24 | $684 | 0.9 tons |
| Garage floor (24×24 ft) | 30 | $1,650 | $−60 | $1,710 | 2.3 tons |
| Small commercial slab | 75 | $4,125 | $−150 | $4,275 | 5.9 tons |
| Medium roadway section | 200 | $11,000 | $−400 | $11,400 | 15.6 tons |
| Large commercial demo | 500 | $27,500 | $−1,000 | $28,500 | 39.0 tons |
| Highway / bridge deck | 1,500 | $82,500 | $−3,000 | $85,500 | 117.0 tons |
Recycle net cost = processing fee ($10/ton) minus RCA credit ($12/ton) = net revenue of $2/ton. Actual rates vary by region and concrete quality. Values rounded to nearest dollar.
Recyclers don't pay the same rate — or accept every load — for all demolished concrete. The quality of incoming material directly determines what you can charge for or what you'll pay. Here's the real-world breakdown:
| Material Grade | Description | Typical Recycler Response | Best Reuse Application |
|---|---|---|---|
| Grade A — Clean | Reinforced or unreinforced concrete, no contamination, no asphalt, no soil | Free acceptance or small tipping credit ($2–$5/ton) | RCA base course, fill, drainage layer |
| Grade B — Mixed | Concrete with minor embedded rebar (crushed in), small amounts of brick or block | Free acceptance or small processing fee ($5–$15/ton) | Road base, temporary haul roads, non-structural fill |
| Grade C — Contaminated | Concrete mixed with asphalt, gypsum wallboard, soil, wood, or hazardous materials | Full tipping fee charged ($20–$50/ton) — may be refused | Lower-grade fill only; may require soil testing |
| Grade D — Hazardous | Concrete with lead paint, PCBs, asbestos, or fuel contamination | Refused by standard recyclers; requires licensed hazmat contractor | Permitted hazardous waste facility only |
Sort your demolition debris on-site before it ever gets loaded. Keeping concrete separated from asphalt, soil, and wood at the point of removal costs almost nothing and is worth $20–$60 per ton in recycling rate differences. Mixed loads almost always get downgraded to the worst-grade rate in the load.