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Residential Foundations in Thornton, Colorado
Thornton, Adams County

Thornton Concrete Foundations

Most of the foundations we pour in this town go in beside a building that already picked its answer.

Most foundation calls here start with a building that already exists. Somebody wants a bedroom on the back, a shop out past the fence, a garage with real walls under it instead of a cracked apron, or a basement wall that has been telling on itself for three winters running. New construction happens too, plenty of it on the north side of town. But the bulk of what we pour goes in next to something already standing, and that fact shapes the design far more than square footage does.

The housing stock runs older around Eastlake, and those original foundations were built to whatever counted as standard at the time. Quail Valley and Hunters Glen sit in the settled middle. North Creek Farms and the newer stretches north went up on pads that were graded and compacted on purpose. Four starting points, four different conversations at the kitchen table. What they share is the dirt underneath, and Adams County dirt does not hold still.

Four kinds of foundation call, and what each one turns into

A new structure on open ground is the easy version. We dig, we prove what the bottom of the hole will carry, our engineer sizes footings and steel off the soils report, and nobody has to worry about damaging something that's already there.

An addition is a different animal. Now a house sits eight feet away with its own footings, its own drainage, and a wall we can't undermine. The dig gets benched or shored, and the new foundation gets designed to move on its own rather than pretending the two halves will behave as one piece. They won't. Anybody who tells you otherwise hasn't come back to look at their work in year five.

Detached buildings catch people off guard. A shop carries less roof than a house, sure, but nothing warms the ground around it in February, so the perimeter has to be built for colder soil than the house ever sees. Bearing goes below frost, confirmed with the building department, and we don't borrow the house's numbers to get there.

Last comes replacement under a standing structure. Cribbing, needle beams, one section at a time. Slow and loud. It gets done with the family still living upstairs.

Tying new concrete to what the house already stands on

Six ways an existing Thornton house is carried, and what each one means for work we add beside it
What's under the house nowWhat the new work has to doHow the two meet
Full basement walls on spread footingsReach the same kind of bearing material, not just the same depth on paperA formed vertical joint with a waterstop, so the two walls can move without tearing
Slab on grade with a thickened edgeGet its own footings. A thickened edge was sized for one building, not twoSlabs stay separate, and the gap gets detailed so water can't camp in it
Drilled piers under grade beamsPier the addition too, down to the same layer the original piers foundBeams tied by design, with the void space kept continuous under both
Detached garage on a shallow perimeterAnything heated or lived in needs bearing below frost, confirmed with the building departmentUsually a new foundation instead of a splice onto the old one
An older wall nobody has documentation forGet looked at before it gets pricedNo connection detail gets drawn until a test pit shows us what's really down there
Not sure what your house is actually sitting on?

We'll open a test hole, look at the footing, and tell you what it means for the project you have in mind. Free, and you get a straight answer either way. (303) 569-4046.

What gets settled before the excavator comes off the trailer

  • A soils report in hand, or our engineer's written reason we can proceed without one
  • Footing widths, wall thickness, and steel sized off that report instead of off habit
  • Locates marked, including private lines nobody registers: irrigation, gas to the grill, low voltage to the shed
  • Where the spoils pile lives for two weeks, and how much of it leaves on a truck
  • The route in, and which fence panel comes out to make that route work
  • Benching or shoring decided in advance whenever we're opening ground beside a standing wall
  • Footing drain outlet, sump discharge, and downspout extensions planned while the hole is still a drawing
  • Inspection hold points on the calendar so no crew stands around waiting on a phone call

Digging months, and what a January foundation asks of everybody

April through October is open season, and early fall is the pick of it: dry ground, warm concrete, cool nights, and time to backfill and grade before anything freezes hard. Spring works once the frost is out. Summer is routine, though we start early and watch the western sky, because an inch of rain into an open hole costs somebody a morning of pumping and re-cutting the trench bottom.

Winter pours happen, and there's no mystery to them. Warm mix water, a non-chloride accelerator, blankets over the forms, longer waits before stripping. What we won't do is place on frozen bearing. And the step we argue hardest about in the cold months isn't the pour at all, it's backfill. Frozen clods stack instead of compacting, and every void they leave turns up in April as a sunken walk.

Half the additions we get called back to look at were tied hard into the original house because it seemed like the strong thing to do. Two buildings on different footings will always argue. Give the joint somewhere to go and the drywall upstairs stays quiet.Our crew lead, after the walkthrough
Thornton Foundations

Foundations in Thornton

Still unsure about something?

Call the crew at (303) 569-4046 and we will talk it through.

Yes, and more of it than you'd expect. We need working room around the excavation, so the tear-out line sits well outside the new footprint. The upside is access. With the slab gone we can get equipment where it belongs and actually see the old footing instead of guessing at it.

It has to reach material that will carry it, which is a different question. Sometimes that lands at the same elevation as the original footing and sometimes it doesn't, because the ground under one corner of a property isn't always the ground under another. Our engineer sets depth from the report and from the hole.

It's done all the time, and the step between them is the detail that matters. The deeper excavation can't undercut the shallower footing beside it, so the new wall steps down away from the house at a slope the engineer sets. Plan for the headroom change inside, too.

Not if the dig is planned instead of improvised. We stay outside the influence zone of the existing footing, bench or shore the sides depending on what we hit, and we don't leave an open cut sitting through a storm. Where it gets tight, our engineer draws the excavation.

Sometimes. But that existing foundation is the first thing to check, because it was sized for the load already on it. Our engineer looks at footing width, wall condition, and what the soil below will take, then says whether the ground floor can carry another one.

Almost always yes. That trench will never be cheaper to work in than on the day it's already open, and drainage decides how buried concrete ages. Perforated pipe in clean rock, fabric over it, and an outlet that daylights somewhere useful. Modest on the estimate, big over thirty years.

No, and that phrase causes trouble. Match the bearing and match the drainage, absolutely. Copying an old wall's thickness, its steel, or its missing drain just repeats a decision somebody made under different rules. We build for what the soil asks now, then detail the seam so the difference doesn't matter.
Finished concrete project at a Colorado home

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