Slab owner checking measured quantity
Avoid counting an entire thickened edge twice.
Enter slab/openings, depth endpoints and only additional edge volume.
Concrete net and planned quantities remain separate.
Reconcile slab concrete and extra thickenings with an independently specified base, usable membrane coverage and reviewed reinforcement stock schedule—without invented material specifications.
A quick decision brief for this specific tool
Slab geometry and additional thickenings, independently specified base, net membrane coverage and reviewed reinforcement schedule
Source-owned quantity endpoints, optional real purchase multiples and complete original-unit JSON; no construction-status claims
Reconciles each material independently without inferring a structural or cutting design
Choose your path
Reconcile slab concrete with independently specified base, net membrane coverage and reviewed reinforcement units.
Avoid counting an entire thickened edge twice.
Enter slab/openings, depth endpoints and only additional edge volume.
Concrete net and planned quantities remain separate.
Keep base, membrane and reinforcement assumptions independent.
Enter supplier base factor, net usable membrane coverage and reviewed whole reinforcement schedule.
No nominal roll length is treated as area or automatic structural design.
Inspect optional layers and unknown prices.
Toggle each layer, review retained drafts, correct a range and download active records.
Excluded layers are not approved omissions; unpriced rows remain unknown.
Outputs and checklists are planning aids. Review the linked current authorities and the records, terms, instructions, and requirements that apply to your exact situation before a consequential decision.
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Check directional bar grids, reviewed centerline offsets and complete straight cuts. Reconcile feasible whole-stock packing, trim, cut loss, usable stock and sale packs.
Calculate compacted aggregate volume, an explicit loose-order allowance, and tons from the exact supplier density without a universal conversion.
Use measured thickness endpoints and only the additional volume beyond the slab already counted. Slab openings do not silently change the separately reviewed base footprint.
Net concrete = (length × width − through-openings) × thickness + additional thickeningUse a reviewed loose-to-compacted factor, not an invented density or waste factor. Membrane coverage must account for the actual layout and product requirements; nominal roll length alone is not area.
Loose base = base area × compacted depth × supplier factor; membrane packages = ceil(net area/usable coverage)Enter complete whole-unit requirements from an independently reviewed cut or roll schedule. Dividing aggregate linear length by stock length cannot establish a feasible cut plan, lap schedule or structural design.
Reinforcement packs = ceil(max(0, reviewed whole units−matching stock)/units per pack)Updated: August 2026
For a10×8ft slab at4in, the base slab volume is26.666667ft³. Add only the independently measured extra edge volume beyond that thickness; do not add full overlapping edge sections.
A nominal5×150ft roll has750ft² gross area. Actual usable net coverage depends on reviewed cuts, laps and details. Enter that usable coverage rather than dividing the slab area by150.
Include a specified base and reviewed membrane/reinforcement schedules independently. Blank material prices remain unknown; the worksheet does not present an incomplete sum as the whole slab budget.
Use exact approved specifications and a reviewed layout or cut schedule; quantity arithmetic cannot design the system.
Add only the incremental thickening beyond the slab already included.
Build a source-owned material worksheet for one rectangular slab region. Separate concrete geometry from additional thickenings, compacted base from loose delivery volume, and membrane coverage from reinforcement stock units. This is quantity arithmetic, not structural or installation design.