Last updated: February 16, 2026
The Driveway Poured Fine—Until the First Freeze
A homeowner asks the paver to run a driveway straight up a hillside lot. The contractor eyeballs the grade and says “looks about 12 percent—no problem.” Nobody converts 12 % to degrees (6.8°) or checks the local code, which caps driveways at 10 %. Come January the surface glazes over with ice and every car slides to the curb. A safe slope check before the pour would have caught the problem in five seconds: the grade exceeds the guideline, and either the design needs a shallower switchback or the surface needs a heated-mat system.
This calculator converts your slope between percent grade, degrees, and ratio, then compares it against published guideline ranges for driveways, ramps, paths, lawns, and general soil cuts. It flags whether you are inside the recommended range, near the typical maximum, or past the point where a licensed engineer should get involved.
Guideline Ranges: Where Each Surface Tops Out
Every surface has a recommended grade and a hard ceiling. Stay inside the recommended range and the surface works in all weather. Push past the typical maximum and you introduce risk—ice hazard, wheelchair inaccessibility, erosion, or mowing difficulty. The table below collects the thresholds most codes and field guides agree on.
| Surface | Recommended | Typical max | What happens above max |
|---|---|---|---|
| ADA ramp | ≤ 5 % (1 : 20) | 8.33 % (1 : 12) | Federal violation; wheelchair users cannot self-propel |
| Pedestrian path | ≤ 5 % | 10 % | Slip risk in rain; strollers and carts become difficult |
| Residential driveway | ≤ 10 % | 15 % | Ice glaze in winter; trailers and low-clearance cars scrape |
| Lawn / yard | ≤ 15 % | 33 % (3 : 1) | Mowing becomes dangerous; erosion without ground cover |
| Unretained soil cut | ≤ 33 % (3 : 1) | 50 % (2 : 1) | Geotechnical review required; failure risk rises sharply |
These are field-guide starting points, not code citations. Your jurisdiction may tighten them—many cold-climate codes cap driveways at 8–10 % rather than 15. Always check local ordinances before pouring concrete or shaping a permanent grade.
18 % Proposed Driveway: Convert, Compare, Decide
Site: Hillside lot. The straight-shot driveway from the street to the garage rises 14.4 ft over 80 ft of run. Local code caps driveways at 15 %.
- Percent grade: 14.4 ÷ 80 × 100 = 18 %
- Degrees: arctan(0.18) ≈ 10.2°
- Ratio: 1 : (80 ÷ 14.4) = 1 : 5.6
- Guideline check: 18 % exceeds the 15 % typical max → flagged as steep
The homeowner has two options. First, add a switchback turn at the midpoint: each leg now covers 40 ft of run with a 7.2 ft rise, dropping the grade to 18 % ÷ 2 = 9 %—comfortably under the cap. Second, keep the straight shot but install a heated-mat system and textured concrete to manage ice. Option one costs less; option two preserves the lot layout. Either way, the raw 18 % grade is not something you pour and hope for the best.
When the Calculator Says “Call an Engineer”
A gradient checker converts units and compares numbers. It does not know your soil type, groundwater level, or surcharge loads. Certain conditions move a slope from “check the guideline table” to “hire a geotechnical engineer before anyone touches a shovel”:
- Grade steeper than 2 : 1 (50 %). Past this threshold most soil types need engineered retention or geotextile reinforcement to stay in place.
- Slope supports a structure or retaining wall. Any load at the top or toe of a slope changes the failure surface. A guideline table cannot model that.
- Visible seepage or high water table. Water in the soil reduces shear strength. A slope that stands dry at 3 : 1 can fail at the same angle after a wet season.
- Layered or mixed soils. Sand over clay, fill over native, or fractured rock create weak planes that uniform-slope guidelines ignore.
If any of these apply, the calculator result is a starting point for the conversation with your engineer, not the final word.
Five Gradient Traps That Catch People Every Season
- Ice and snow tightening the real maximum. A 12 % driveway is fine in Houston and dangerous in Minneapolis. Cold-climate codes often cap at 8–10 % because even textured concrete glazes over. If your project is in a freeze zone, treat the lower number as the ceiling.
- ADA’s 8.33 % versus the 5 % people actually need. The federal maximum for a wheelchair ramp is 8.33 % (1 : 12), but many users cannot self-propel above 5 % (1 : 20). If the ramp is more than 30 ft long or serves elderly residents, design to 5 % even though code allows steeper.
- Lawn slopes that look mowable until they aren’t. A riding mower tips sideways above roughly 15 % on damp grass. A walk-behind loses traction above 25 %. At 33 % the lawn is only maintainable with a string trimmer—which means the homeowner mows it twice and then lets it go wild.
- Retaining-wall trigger points. When a slope exceeds a usable gradient for its purpose, the alternative is usually a retaining wall to create a flat bench. A 3 ft wall on a 25 % slope is a weekend project. A 6 ft wall on a 40 % slope requires a structural permit and engineered design—a cost jump most budgets do not expect.
- Percent vs degrees mix-up on the plan set. A note that reads “10” could mean 10 % or 10°. The difference is enormous: 10 % ≈ 5.7°, while 10° ≈ 17.6 %. One is a gentle driveway; the other is a ski run. Confirm units before cutting grade.
What the Checker Leaves Out
The tool divides rise by run, applies arctan for degrees, and compares the result against published guideline ranges. It does not perform geotechnical stability analysis, model soil shear strength, account for drainage or surcharge loads, or verify ADA compliance beyond slope percentage (landings, handrails, and cross-slope are separate requirements). For any slope that supports a structure or exceeds 2 : 1, have a licensed geotechnical engineer evaluate the design.
Need to convert rise and run into percent grade and figure out drainage direction? Run the slope and grade calculator. Estimating earthwork volumes to reshape a hillside? Try the cut-and-fill balance tool. Planning a retaining wall where the grade is too steep? Use the retaining wall estimator.