Title project geometry
Title material density
Hint density
Title factors
Hint compaction
Hint waste
Calculate sand and gravel tonnage from dimensions or cubic yards instantly. Estimate tons, tonnes, truckloads, and material costs with custom bulk density.
Hint density
Hint compaction
Hint waste
Calculate sand and gravel tonnage from dimensions or cubic yards instantly. Estimate tons, tonnes, truckloads, and material costs with custom bulk density.
Excavation trench length, width, diameter, and uniform depth defining total uncompacted spatial volume prior to material placement. Standard depth benchmarks: 2–3 inches for decorative landscape mulch, 4 inches for pedestrian walkways and shed pads, and 6–8 inches for heavy-load vehicular driveways.
Dry loose unit mass per volume, ranging from 1.30 to 1.40 tons/yd³ (2,600–2,800 lbs/yd³) for dry masonry sand, 1.40 to 1.48 tons/yd³ (2,800–2,960 lbs/yd³) for #57 crushed limestone, up to 1.60 to 1.65 tons/yd³ (3,200–3,300 lbs/yd³) for densely graded crusher run base.
Percentage reduction in aggregate thickness under vibratory plate tampers or heavy tandem rollers. Dense-graded road base (crusher run / ABC) consolidates 15% to 22% as fine dust fills voids, whereas washed open-graded angular stone (#57) settles only 5% to 8%.
Site allowance buffering uneven subgrade excavation, wheel rutting, boundary spillover, and mechanical handling losses. Standard allowances: 5% for rigid concrete-curbed forms, 10% for uniform flat driveways, and 15% to 20% for irregular, soft, or sloping terrain.
Maximum legal net material payload per hauling cycle permitted under highway bridge-formula weight limits: Single-axle dump (5–6 tons / ~4 yd³), Tandem dump (10–12 tons / ~8 yd³), Tri-axle commercial hauler (15–18 tons / ~12 yd³), and End-dump semi-trailer (22–25 tons / ~16 yd³).
Surface moisture creates capillary tension between sand particles, expanding loose bulk volume by up to 20% to 30% compared to dry or fully submerged sand. Because damp sand takes up more volume with less actual mineral mass, ordering by volumetric cubic yards during rainy weather delivers significantly less aggregate than indicated by scale weight tickets. For consistent structural mortar or pavers, verify dry weight or add a 15% to 20% bulk volume adjustment when sourcing surface-damp quarry sand.
Crushed stone (#57 limestone, granite) features jagged angular fractures that mechanically interlock under pressure with minimal shrinkage (~5% to 8%), making it the gold standard for self-compacting, free-draining French drains and foundation footings. In contrast, crusher run (dense grade road base / 21A) contains rock dust fines that settle by 15% to 22% when compacted to form a rock-hard unyielding base. Natural river pea gravel has rounded edges that roll like ball bearings and never lock; never use rounded gravel as a structural driveway subbase or apply heavy-equipment compaction to it.
Installing heavy-duty woven or non-woven geotextile fabric (class 200/300) directly over native subsoil before spreading gravel prevents up to 30% aggregate loss over the first 12 months. Without physical geotextile separation, repeated vehicular wheel loads pump plastic subsoil clay up into stone voids while driving crushed gravel down into soft mud, causing structural washboarding, potholes, and premature gravel top-up expenses.
Quarry front-end loader operators meter volume using 2.0 to 3.5 cubic yard buckets, which carry an operational error margin of ±10% depending on the operator's scooping angle, bucket crown height, and material moisture. Commercial state-certified scale weight tickets (gross weight minus empty truck tare weight) are the sole legally binding commercial standard; always insist on certified scale tickets and calculate cost per delivered ton rather than relying on estimated loader scoops.
Check subgrade levelness with a rotary laser or string level; a minor 0.5-inch depression across a 1,000 sq ft driveway consumes an extra 1.54 cubic yards (approximately 2.23 tons) of gravel. Confirm also whether the delivery ticket was billed by certified scale tonnage or uncompacted loader yardage, and verify that the contractor factored in the 15% to 20% volume loss that occurs immediately upon heavy plate compaction.
This occurs when clean, rounded stone is used without stone dust fines, or when compaction was skipped. Clean round gravel has no mechanical interlock. Cap the surface with 2 inches of crusher run (ABC / 21A road base), mist thoroughly with water to achieve optimum compaction moisture (approx. 5–7%), and compact with a vibratory roller exerting minimum 3,000 lbs centrifugal force.
Excess aggregate occurs when safety margins are compounded unnecessarily (e.g., stacking a 15% compaction buffer on top of a 15% waste allowance within a rigid concrete-curbed perimeter). Repurpose excess gravel for perimeter French drain backfill, foundation splash blocks beneath downspouts, decorative landscaping mulch around shrubs, or store dry in sealed bins for winter ice traction.
Commercial dump beds require 28 to 32 feet of vertical overhead clearance and 14 feet width clearance free of low-hanging tree branches and overhead utility power lines. Additionally, saturated ground or thin residential asphalt can crack under a 65,000-lb gross vehicle weight. Designate a firm curbside dump drop zone and shuttle aggregate to the backyard or narrow driveway using a mini-skid steer (tracked Bobcat) or motorized power wheelbarrow.
To calculate tonnage from dimensions, use the formula: Tons = [(Length in feet × Width in feet × Depth in inches ÷ 12) ÷ 27] × Bulk Density in tons/yd³ × (1 + Waste % ÷ 100). For example, a 30 ft × 10 ft patio at a 4-inch depth yields 100 cubic feet (30 × 10 × 0.333), which equals 3.70 cubic yards (100 ÷ 27). Multiplying by a standard crushed stone density of 1.45 tons/yd³ and adding 10% for compaction and grading yields 5.91 short tons.
For a standard 10x20 ft driveway (200 sq ft) with a 4-inch compacted depth, you need 2.47 cubic yards, which equates to roughly 3.6 to 3.9 short tons of #57 crushed limestone or crusher run (factoring a standard 1.45 ton/yd³ density with a 10% compaction and grading contingency). If installing a heavy-duty 6-inch vehicular base, the required material increases to 3.70 cubic yards, requiring 5.4 to 5.8 short tons.
One short ton (2,000 lbs) of standard sand or gravel equals approximately 0.67 to 0.74 cubic yards. Conversely, one cubic yard of typical aggregate weighs between 1.35 and 1.55 tons (2,700 to 3,100 lbs), depending on mineral moisture and rock grain compaction. Dense crusher run road base with stone dust weighs closer to 1.60 tons per cubic yard (0.625 yd³/ton).
Crushed stone consists of angular quarried rock (such as #57 limestone or granite) with clean void spaces, weighing roughly 1.35 to 1.45 tons per cubic yard (2,700–2,900 lbs/yd³). Natural gravel consists of smooth, river-weathered pebbles weighing about 1.40 tons per cubic yard (2,800 lbs/yd³). Crusher run (also known as dense grade aggregate, ABC, or 21A) combines fractured stone with dense stone dust fines, settling tightly to 1.55 to 1.65 tons per cubic yard (3,100–3,300 lbs/yd³).
Standard engineering specifications dictate: (1) Vehicular driveways require a 6- to 8-inch compacted crushed stone base capped with 1 to 2 inches of surface gravel; (2) Interlocking paver patios require a 4- to 6-inch compacted aggregate base followed by a strict 1-inch screeded sand setting bed (never exceed 1 inch of bedding sand to prevent settling); and (3) Light pedestrian garden walkways require only 2 to 3 inches of gravel over geotextile fabric.
A standard commercial tri-axle dump truck delivers between 14 and 18 short tons (approximately 10 to 13 cubic yards) of aggregate. At average North American quarry prices of $30 to $65 per ton plus local trucking fees ($75 to $150 per haul), a full tri-axle delivery typically costs between $500 and $1,250 delivered, depending on regional availability and material grade (clean washed limestone vs. premium decorative river rock).
Moisture creates thin water meniscus films around individual sand grains, exerting capillary surface tension that pushes particles apart and increases bulk volume by up to 30%—an engineering phenomenon called 'sand bulking'. Consequently, a cubic yard of damp sand contains fewer solid mineral particles and lower dry mass than a cubic yard of completely dry or fully water-saturated sand, leading to volumetric shortfalls if not accounted for during ordering.
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