York County and the New Hampshire Seacoast.

Yes. Every town on this page is one we work in. A town only gets its own page once we have a photographed job in or next to it — we would rather have thirty pages with real local work on them than seventy with the town name swapped in. Call us and we will tell you what we have done nearby.

Comfortably across York County and the New Hampshire Seacoast, and to Greater Portland for both residential and commercial work. Beyond that it depends on the job — a large commercial floor justifies a longer trip in a way a single garage does not, and we will say so rather than quote you a number that has an hour of travel buried in it.

As little as we can engineer. Almost all of our commercial work is phased — one bay, one zone or one room at a time — so the whole facility is never down at once. We agree the sequence and the hand-back times at the walk-through and put them in the proposal, which means you can plan around a number rather than a promise.

Foot traffic roughly 10 to 14 hours after the last coat, vehicles, racking and equipment after 24 to 48 hours, both at 70°F. A cold slab is slower and we will tell you the real figure for your building rather than the data-sheet one.

Yes, and on most commercial jobs that is how we prefer to run it. Off-shift work is normal scheduling for us rather than an exception we charge extra to accommodate. Holiday and summer shutdown windows are the easiest of all to plan against.

In a heated interior, year-round — and winter is often the best time to book institutional and municipal work, because the building is quiet and our calendar is not competing with the summer rush. Polyaspartic systems install down to about 30°F with the slab 5°F above dew point. You may see −40°F claimed elsewhere in this industry; it is not supported by any manufacturer data sheet we work from.

Nearly every failure we are called in to replace comes down to one of three things: the slab was acid etched or not prepared at all, nobody tested it for moisture, or the joints were coated over instead of being repaired. We grind or shot blast to a measured profile, we test and record moisture and dew point before anything goes down, and we treat joints as a separate detail.

About an hour on site. We test the slab for moisture, look at the joints, the drains and the thresholds, ask what gets spilled on the floor and what cleans it, and talk through when the space can realistically be released. You get a written scope with a system recommendation and a phasing plan. There is no obligation and no pressure to decide on the spot.