(800) 524-4161
(800) 524-4161
You can choose any one from the following gifts
Biaxial Geogrid · Type 1 & Type 2
Spread the Load. Save the Base.
Biaxial soil stabilization geogrid providing aperture interlock and lateral restraint of the granular layer, distributing wheel loads over a wider area of subgrade.
Two Grades
Unconfined aggregate over a low-bearing subgrade fails two ways at once: particles displace laterally out of the load path, and the interface breaks down as fines migrate up and stone punches down. The section thins and ruts.
Biaxial geogrid resists both through aperture interlock. Aggregate compacted into the apertures keys against the ribs, so particle movement mobilizes the tensile resistance of the grid rather than displacing freely. The confined layer acts as a semi-rigid composite, widening the load-spread angle and lowering bearing pressure on weak soils. On low-CBR subgrades this allows a reduced aggregate thickness for equivalent performance.
Both grades carry tensile capacity in the machine and cross-machine directions, suiting multidirectional loading. Rolls are 12.9 feet wide and deployed along the roadway alignment. Specify Type 1 for continuous runs, Type 2 for access drives and repairs.
Road Base Geogrid · Type 1 · 12.9' × 246' Type 1 road base geogrid is a biaxial stabilization grid that locks aggregate into pla...
View full detailsRoad Base Geogrid · Type 2 · 12.9' × 164' Type 2 road base geogrid is a biaxial stabilization grid that locks aggregate into pla...
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.
Both grades are biaxial, 12.9 feet wide, and black. 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.


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.
This grid is bi-directional, but it must still be unrolled in the direction of the road rather than across it. Keep 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 neighboring 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 shallow layers so the stone keys properly into the apertures. Interlock is what stiffens the layer, and it only happens under compaction.
Design values on these sheets are derived using LTDS calculations, so they account for creep, installation damage and durability rather than ultimate tensile strength alone.
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 and less base movement.
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 235 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, 235 for Type 2 — then add for the overlaps between adjacent runs.
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-graveling 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. For larger quantities, request a written quote and we will come back with volume pricing.
Nothing — shipping is free on every order, on both grades.