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How to Pass a Proof Roll

Failing a proof roll? Use this guide to determine the right geogrid and aggregate thickness based on your subgrade condition. Data from the Tensar 2025 Subgrade Pocket Card.

Tensar 2025 Subgrade Pocket Card front — aggregate thickness chartsTensar 2025 Subgrade Pocket Card back — cost conversion tables

Tensar 2025 Subgrade Pocket Card

Aggregate thickness charts & cost conversion tables

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What Is a Proof Roll?

A proof roll test is a field method for evaluating subgrade stability. A fully loaded dump truck is driven across the prepared subgrade while an inspector observes the surface for signs of deformation — rutting, pumping, deflection, or rolling.

The typical pass/fail threshold is 1 inch of deformation or less. If the subgrade deflects more than that under the loaded truck, construction cannot proceed until the subgrade is stabilized. Failing a proof roll means delays, change orders, and cost overruns — which is why getting ahead of it with proper testing and design matters.

Visual Subgrade Assessment

Before running a DCP test, you can estimate your subgrade CBR by looking at the ground. These visual indicators correlate to approximate CBR values:

Visual ConditionEstimated CBRSeverity
3" deep footprint0.5% CBRVery Soft
1" deep footprint1% CBRSoft
1" tire rut from pickup truck2% CBRModerate

Aggregate Thickness to Pass a Proof Roll

The chart below shows the estimated aggregate thickness needed to pass a proof roll with 1" or less deformation, based on subgrade CBR and geogrid product. Well-graded, angular crushed stone with 5%-15% fines is recommended for best results.

SubgradeCBROver-Excavation (no geogrid)BX Geogrid (33kN/m)H-Series HX145H-Series HX165InterAx NX850
3" footprint0.5%48"36"32"28"24" (20" with 2 layers)
1" footprint1%36"24"20"16"12"
1" tire rut2%24"16"14"10"4-6"

Source: Tensar 2025 Subgrade Pocket Card. These conditions are considered typical. Special considerations may be necessary for highly moisture-sensitive soils (silts, organics) or saturated subgrade conditions. Contact us for site-specific recommendations.

Cost Savings Example

The aggregate is often the most expensive part of subgrade stabilization. Reducing the required thickness with geogrid directly reduces your project cost.

Example: 10,000 Square Yard Project at $30/ton Installed

Aggregate ThicknessCost per SYProject Cost
12" (no geogrid)$18.00$180,000
6" (with InterAx geogrid)$9.00$90,000

Savings: $90,000 less the cost of geogrid. Assumed aggregate unit weight: 133 pcf.

Try our Cost Savings Calculator with your own numbers →

When to Consider Geogrid

  • Challenging subgrade conditions — pumping, rutting, or rolling
  • Proposed aggregate thicker than 12" or asphalt thicker than 3"
  • Using low-quality or recycled aggregate
  • As an alternative to chemical stabilization
  • Over-excavation and replacement scenarios
  • Shallow underground utilities that prevent deep excavation
  • Failing a proof roll

Aggregate Recommendations

For best results with geogrid, use well-graded, angular crushed stone with 5%-15% fines. The angular particles interlock with the geogrid apertures more effectively than rounded aggregate, creating a stronger mechanically stabilized layer. Avoid using clean stone (no fines) or excessive fines (over 15%) as both reduce the confinement effect.

Need Help With a Proof Roll?

We perform on-site DCP testing and run your results through Tensar Plus to determine the right geogrid and aggregate thickness for your specific site. No guesswork — engineered solutions.

Proof Roll FAQ

What is a proof roll test?

A proof roll test evaluates subgrade stability by driving a loaded truck (typically a fully loaded tandem-axle dump truck) across the prepared subgrade. The inspector observes the surface for deformation — rutting, pumping, or deflection. A common pass/fail threshold is 1 inch of deformation or less. If the subgrade deflects more than 1 inch under the loaded truck, it fails the proof roll and requires stabilization before paving can proceed.

How does geogrid help pass a proof roll?

Geogrid is placed over the soft subgrade before aggregate is placed. The aggregate interlocks with the geogrid apertures, creating a mechanically stabilized layer (MSL) that distributes the load across a wider area. This reduces the stress on the weak subgrade below, allowing it to support the proof roll load without excessive deformation. The stiffer the geogrid and the thicker the aggregate, the more load distribution you get.

How much aggregate do I need to pass a proof roll?

It depends on your subgrade strength (CBR) and the geogrid product used. For example, on a very soft subgrade with a 0.5% CBR (3-inch deep footprint), you would need 48 inches of aggregate with no geogrid, 36 inches with BX geogrid, 28 inches with H-Series HX165, or 24 inches with InterAx NX850. On a moderate subgrade with 2% CBR, the same comparison drops to 24 inches with no geogrid versus just 4-6 inches with InterAx NX850.

What CBR do I need to pass a proof roll without geogrid?

Generally, a subgrade with a CBR of 3 or higher can support a proof roll with a standard aggregate section. Below CBR 3, you will likely need geogrid stabilization, over-excavation, or chemical stabilization to pass. A DCP test on-site can quickly determine your actual subgrade CBR so you can design the right solution.

How do I determine my subgrade CBR in the field?

The most practical method is a Dynamic Cone Penetrometer (DCP) test, which follows ASTM D6951. A DCP measures penetration resistance in mm/blow and correlates directly to CBR values. You can also estimate CBR visually: a 3-inch deep footprint in the subgrade indicates roughly 0.5% CBR, a 1-inch deep footprint indicates roughly 1% CBR, and a 1-inch tire rut from a pickup truck indicates roughly 2% CBR.

Can I get DCP testing and geogrid design support?

Yes. Asphalt Fabrics & Supply performs on-site DCP testing and runs the results through Tensar Plus design software to determine the right geogrid product and aggregate thickness for your specific site conditions. Call (440) 368-1420 to schedule a site assessment.