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Sidewalk Networks & ADA Ramps in Fort Collins, Colorado
Fort Collins, Larimer County

Fort Collins ADA Ramp Contractors

Every gallon that runs down a ramp stops at the bottom landing, and in January that landing is where your accessible route quits working.

Mid-January, ten in the morning. The ramp itself is dry, because it faces south and yesterday's sun took care of it. The landing at the bottom is a sheet of glass. All that meltwater ran downhill all afternoon, pooled on the one flat surface the standard requires, and froze solid when the temperature dropped at four. Your route measured compliant on the day it was built and it is unusable right now.

That's the version of accessibility work nobody puts in a specification. We build and rebuild accessible entrances across Fort Collins, at older buildings around Old Town where the original entries predate any of this, and at newer property along Harmony, Fossil Creek, and The Landing where the geometry is right but the drainage was an afterthought. A ramp has to pass a tape measure. It also has to work on the worst morning of the year.

Why a compliant ramp still fails in February

Think about what a ramp is. A sloped plane that collects everything landing on it and delivers all of it to one place. That place is a level landing, because the standard says the bottom has to be level, and level surfaces do not drain themselves. So the geometry that makes a ramp usable in July is the same geometry that concentrates ice in one spot in January.

Add what our winters do. This far north the freeze cycles come thick, and the daytime sun at this elevation is strong enough to melt a south-facing surface even when the air never gets above freezing. Melt, run, pool, refreeze. Twenty times a season on the same square of concrete. Where that water reaches a joint or gets under a landing, it lifts. A landing that rises a quarter inch on one corner has just changed a cross slope that had almost no room in it to begin with.

1:12the steepest running slope we'll build a ramp to
2%the ceiling on cross slope anywhere along the route
60"level landing at the top, the bottom, and every turn
36"clear width kept between the handrails

Building a ramp for the season, not just for the tape

Those numbers are the ceiling, not the goal. We build below the maximum running slope wherever the site gives us room, because a ramp right at the limit has zero tolerance left for the settlement that eventually comes. Same on cross slope. Build at the limit and one winter of movement puts you out.

Then we deal with water before it becomes ice. The landing stays in tolerance but gets pitched deliberately toward a low point so runoff leaves instead of standing. Broom finish runs across the direction of travel, which gives a shoe or a wheel something to bite. Handrail posts go deep enough that frost isn't lifting them out of a shallow pocket, and they're isolated from the slab so the two don't fight each other on every temperature swing.

Mix matters more here than almost anywhere else on a property. Four thousand PSI, entrained air right around six percent, because this surface takes chemicals, foot traffic, and dozens of freeze cycles a season. Maintenance rules go to you in writing when we finish, since the fastest way to ruin a new route is to spread the wrong thing on it in December.

Winter care that protects an accessible route, and winter care that destroys one

What we tell property managers to put in the snow contract before the first storm
PracticeEffect on the concreteOur call
Sand for traction, swept up in springNone. It abrades slightly and that's all.Yes, especially through the first winter
Magnesium chloride on the ramp and landingAttacks the surface paste and accelerates scaling badlyNever, on any age of concrete
Any chemical deicer during the first winterSurface hasn't finished hardening. Scaling follows.No. Sand only until the next spring.
Steel-edged shovels and plow bladesCatches the edge of warning panels and joints, chips bothRubber or poly edges only on the route
Stacking cleared snow at the base of the rampBuilds a melt and refreeze machine on your worst spotMove the pile. This is the most common mistake we see.
Clearing the ramp but not the accessible stallNo damage, but the route is broken anywayClear the whole path or you haven't cleared anything
Entrance icing up in the same spot every winter?

We'll put a level on the route, find where the water is collecting, and tell you whether it's a drainage fix or a rebuild before you budget for either.

What we measure and document before we quote a route

  • Running slope taken in short increments, not averaged across the ramp
  • Cross slope at several points, including where the ramp meets each landing
  • Landing dimensions at the top, the bottom, and anywhere the route turns
  • Clear width between rails, checked at the narrowest point rather than the widest
  • Handrail height, extensions, and whether the posts have moved
  • Condition and attachment of detectable warning surfaces
  • Level changes and lippage at every joint along the path of travel
  • Where meltwater goes after it leaves the ramp, and where it stops
Fort Collins ADA Ramps

ADA Ramps in Fort Collins

Still unsure about something?

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

Almost always the ground, not the concrete. Water got under a landing or a slab section, froze, lifted it, and it never settled all the way back. It takes very little movement to blow a two percent cross slope. That's why we build with margin instead of right at the limit, and why a fix that only grinds the surface tends to come back.

Cast-in-place units set while the concrete is plastic outrank surface-applied ones by a wide margin here. Surface-applied panels are glued and anchored to cured concrete, and freeze-thaw works at that bond edge relentlessly. A lifted corner is both a trip hazard and a snow shovel magnet. If we're pouring new, the panels go in wet.

Snowmelt systems exist and they work, but they belong in the conversation at design time, not as a retrofit on sound concrete. They need power, a control strategy, and a slab detailed around the tubing. For most properties here the cheaper answer is fixing where the water goes, changing where the plow puts the pile, and getting sand on the route early.

More than you'd think. Measurement, documentation, engineering, and design all happen regardless of weather, so the work is shovel-ready the day the ground opens. Small pours go in cold with warmed water, a chloride-free accelerator, and insulation. What we won't do is place on frozen ground or rush a cure on a surface that has to hold a tolerance for decades.

We coordinate it. The concrete and the rail have to be planned together because post locations, embedment depth, and the isolation detail at each post all get decided before we place. Owners who buy those as two disconnected scopes end up with rails cored into a finished ramp, which is a weaker connection and a water path straight into the slab.

Depends on what they measure, and you should find out before you scope the ramp. A stall and access aisle have their own slope limits in every direction, and they fail them more often than ramps do because lots get sealed, overlaid, and patched over the years. There's no point buying a compliant ramp that starts at a noncompliant parking space.

It's the whole problem. Roof water is the largest single volume hitting most entrances, and dropping it onto the one flat, required-level surface on the property is how you manufacture ice. Extending or rerouting that discharge is a small piece of work that often does more for winter safety than anything we could do to the concrete itself.
Finished concrete project at a Colorado home

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