Warehouse & Industrial Floors in Lawrence, KS

You build everything you cannot come back for. In a speculative building the racking layout, the traffic pattern, and the coating are all unknown, so we set the subgrade, the vapor retarder, the slab thickness, and the joint layout to cover the realistic envelope — and leave the surface decisions for whoever signs.

That split is the whole job here. Lawrence's industrial ground has grown up around K-10 and the turnpike, and much of the space at VenturePark and East Hills Business Park goes up before anyone knows who occupies it. A general contractor asks us for a floor; the honest answer is a question back. What do you want to still be able to change in three years?

Some things you can change later; some you cannot change without taking the building apart. The second list gets decided the week we pour, usually by whoever is cheapest that week if nobody is watching. Here is how we sort them for a spec shell:

• Cannot revisit: subgrade and base, vapor retarder placement, slab thickness, joint layout and load transfer.
• Can revisit at real cost: flatness — it is grindable in an aisle, not across a building.
• Can revisit cheaply: surface hardener, joint filler, coatings, striping.

Of every irreversible decision in a spec building, this one goes wrong most often, and for a defensible-sounding reason: nobody knows whether the tenant will coat the floor, so nobody wants to pay for moisture control they might not need.

The problem is that the tenant who signs in year two is the one who wants an epoxy or a urethane — food, pharmaceutical, and clean manufacturing, the tenants a modern Lawrence building is chasing. A slab built without a sealed vapor retarder against its underside will keep pushing ground moisture up into that coating until the coating lets go, and there is no repair for that short of grinding it off and fighting the same slab again.

So on any building where the tenant is unknown, we treat coating-readiness as a requirement rather than an option. Retarder sealed to the slab underside. No granular blotter layer above it holding water. And F2170 RH probes in the slab before anything goes down on it, because the slab tells you when it is ready and the calendar does not.

Slab thickness in a spec building is a bet on rack load — specifically on the post baseplate pressure of racking that does not exist yet. The way we take the bet is to design for a realistic upper bound for the building's clear height and bay spacing rather than defaulting to a number, and to tell the developer plainly what the floor will and will not carry so the leasing conversation is honest.

Joint layout is the other half. Joints go where we plan them, on a spacing that suits the slab thickness, cut early with a saw cut so the concrete relieves itself where we chose. Construction joints get a dowel basket so load transfers across rather than pounding one edge, and any line that will see dock impact gets armored. Joint layout is effectively permanent — a tenant can move racking, but nobody re-cuts a floor because the aisles landed on top of the joints.

We pull City of Lawrence permits, work to KDHE site rules, and schedule around a general contractor's sequence rather than our own. For proof: Ford Concrete poured new-construction industrial floors for Amazon in Riverside and the Nortian food-grade protein facility in Springfield. Neither is a Lawrence job, and we will not pretend otherwise — but they are the real thing, at real scale, and KC-metro property owners rate us 4.9 stars across 29 reviews. See the gallery, our commercial concrete work, and how we work with general contractors. We pour the same floors in Eudora, De Soto, Tonganoxie, and Olathe. The service page is here, and the Kansas City soil conditions guide covers what sits under Douglas County.