(800) 524-4161
(800) 524-4161
You can choose any one from the following gifts
SRW · Biaxial · Type 1 & Type 2
Spread the Load. Save the Base.
Biaxial soil stabilization grid that locks aggregate in place and transfers stress sideways instead of letting it punch down into soft subgrade.
Two Grades
Aggregate on soft ground does not stay put. Under wheel load the stone shifts sideways and punches down into the subgrade, the surface ruts, and you end up adding more rock every season. SRW road base geogrid stops that by interlocking with the aggregate placed over it — the stone keys into the apertures and can no longer move independently, so a loose layer of rock starts behaving like a single stiff slab.
The effect is stress transfer. Load arriving at one point is spread laterally across the reinforced layer instead of concentrating downward, which is what protects a weak subgrade and stops base material shifting. It works on both paved and gravel roadways, and it is what lets you build a working road over soil that would otherwise need excavating and replacing.
Two grades, both 13 feet wide and black, minimum order one roll, free shipping. This is biaxial grid, so it carries load in both directions — but it still has to be rolled out along the line of the road.
Roadbase Geogrid Mesh, Soil Stabilization Grid 12.9' x 246' Model: GSRW-T1Brand: SRWSize: 12.9' x 246'Square Yards Pe...
View full detailsRoadbase Geogrid, Soil Stabilization Grid 13.1' x 164' Model: GSRW-T2Brand: SRWSize: 13.1' x 164'Square Yards Per Rol...
View full detailsBuyer's Guide
Lay the grid on the prepared subgrade and place aggregate over it. Stone drops partly into the apertures and keys there, so the fill above and below can no longer move independently. That interlock is the whole mechanism — it converts a layer of loose rock into something that behaves like a stiff slab.
Once the layer is stiff, load spreads. A wheel arriving at one spot pushes stress out sideways across the reinforced layer rather than driving it straight down into weak soil. That is why the same road can be built over soft ground with less excavation, less imported rock, and far less rutting over its life.
Both are SRW biaxial grid, both 13 feet wide, both black, both minimum one roll. Type 1 gives you the most coverage per roll. Type 2 is the heavier grade in a shorter roll. The tensile and LTDS figures are on the spec sheets below — order to those numbers if your job has an engineered design.


This grid is bi-directional, and it must be rolled out in the direction of the road. Running it across the road instead of along it wastes the reinforcement you paid for.
Grade and clear the area. You do not need a strong subgrade — that is the point of the grid — but you do need it even, and free of anything sharp enough to damage the roll.
Unroll in the direction of travel, keeping the grid flat and free of wrinkles. Slack costs you performance, because the grid has to be in tension to transfer stress.
Lap the edges of neighbouring runs so coverage is continuous across the full width of the road. Pin or weight the edges until fill goes on.
Spread fill from one side, working forward over placed material rather than driving on bare grid. Build up enough cover before running plant over it.
Compact in layers so the stone keys properly into the apertures. Interlock is what stiffens the layer, and it only happens under compaction.
SRW engineers use LTDS calculations to identify and reduce the factors that affect long-term performance of a reinforced system, so the design values on these sheets account for creep, installation damage and durability rather than just ultimate tensile strength.
Road base grid is biaxial — it carries load in both directions, which is what you want under a road where wheels arrive from anywhere. A retaining wall is a different problem: the load path runs one way, back into the retained soil, so wall reinforcement uses uniaxial grid that concentrates its strength on that axis.
Aggregate placed over it keys into the apertures and interlocks, so the layer stiffens and behaves more like a slab than loose stone. Load then transfers sideways across that layer instead of punching down into the subgrade. The result is less rutting, less base movement and a longer road life.
In the direction of the road. It is bi-directional grid, but it still has to run along the line of travel rather than across it.
Type 1 covers 352 square yards per roll and is the lower cost per square yard, suiting jobs where the subgrade is workable and you are covering area. Type 2 is the heavier grade at 238 square yards per roll, for softer subgrade, heavier loads or a design that specifies the higher values. Check both spec sheets against your requirement.
Work out the area of road in square yards and divide by the roll coverage — 352 for Type 1, 238 for Type 2 — then add for the overlaps between adjacent runs. Minimum order is one roll.
Yes. The grid does not replace base material, it makes base material work harder — the interlock between stone and apertures is the mechanism. What typically changes is that you need less depth of aggregate for the same performance.
Avoid it. Place fill from one side and work forward over material already down. Driving or turning directly on exposed grid damages it.
No. Geogrid is an open lattice for reinforcement — it works by interlocking with aggregate. Geotextile is a fabric for separation and filtration. Some jobs use both: fabric to stop fines migrating, grid to stiffen the layer.
Yes, and it is one of the more satisfying uses. If you are re-gravelling every year because the stone keeps disappearing into the ground, grid under the base stops the migration and the surface stays where you put it.
Yes, on geogrid orders totalling over $5,000. Call (800) 524-4161 or request a written quote.
Nothing — shipping is free on every order, on both grades.