Slab-on-grade takeoff

Price your next slab in fiberglass.

Put in what you actually pay for mesh or rebar today. We'll show you the tonnage your crew won't have to carry, how much reinforcement you'd be getting, and what the slab costs over its life. Your prices, not ours.

1 · The job

6,000 sq ft
Use the number on your last steel invoice, not a list price.
All at 12 in o.c., which is the widest spacing ICC-ES ESR-5501 covers.
ESR-5501 listed SOG use is #3 @ 12 in o.c. max. #4 Durabar here is a stocked takeoff, not a listed-size claim.

2 · What changes

Weight your crew won't carry
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Steel—
Durabar—
Ultimate vs yield
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GFRP ultimate 120 ksi compared with steel yield 60 ksi. Not an ACI 440.11 design stress.

Cost over the life of the slab
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Read this before you compare the price

See the full breakdown

Material, labour, installed cost per square foot, pieces required, tie count and CO2. Tell us where the job is and we'll open it up.

We use this to send your takeoff and follow up about the job. Nothing else. Dextra USA · JDVP · 2020 Auiki St., Bldg C & D, Honolulu, HI 96819.

What the code actually covers

Durabar #3 carries ICC-ES ESR-5501 under AC521 — temperature and shrinkage reinforcement in slabs-on-grade, plain footings and flatwork, at 12 in o.c. or tighter. It is not a structural listing. For beams, columns, walls and elevated slabs, Astec Plus carries ESR-5751 under AC454 at #4 and #8 — that is the structural path. Your engineer of record signs the layout, not this page.

Estimates, not a quote

Steel and remesh prices default to typical Oahu figures and should be replaced with your own invoice. Labour rates are unverified estimates, not timed on a Hawaii pour. Lifecycle and CO2 assumptions follow Dextra's published model. Bar properties are from ICC-ES evaluation reports and Dextra product data.