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How to Design a Pit Ramp

HOW-TO · AUG 2026 · 3 MIN READ

The ramp is the pit's aorta — every ton, every shift, forever, on one strip of engineered rock. Undersize it and the whole mine queues behind the mistake for a decade. Here are the design rules, with the reasoning that makes them stick.

01Set width from the widest truck

The standing rule: running width ≈ 3.5× the widest vehicle for two-way traffic (1.5–2× for single-lane with turnouts). A 24-ft-wide haul truck wants ~84 ft of running surface — before the berm and ditch. Total ramp real estate = running width + safety berm + drainage, commonly 100–120 ft for big iron. Design for the biggest truck you'll ever buy, not the one you own.

02Hold grade at 8–10%, sustained

Most operations design 8% (1V:12.5H) sustained, tolerating 10% for short pitches. Steeper saves ramp length but murders cycle times uphill, brakes downhill, and tires always — and in wet or icy climates, 10% loaded downhill is where retarders go to die. Grade is the one parameter you can't cheaply fix later: it's cast in the pit walls.

03Berm to the axle

Safety berms at mid-axle height of the largest truck (roughly half the tire diameter) on every open edge — commonly 4–6+ ft for ultra-class fleets. A berm a truck can climb over is landscaping, not protection, and it's one of the most-cited deficiencies on surface inspections.

04Engineer the corners and switchbacks

Widen in curves (trucks off-track), flatten the grade through switchbacks (target ≤2–4% in the turn itself — a loaded truck starting uphill from a stopped switchback on 10% is a clutch of misery), and superelevate modestly for drainage and stability. Sight distance rules everything: no crest or corner should hide a pickup from a hauler at speed.

05Build the surface and the water together

Cross-slope 2–4% to a ditch on the wall side, culverts before the water wins, and a running surface of compacted crusher-run over structural fill — soft ramps eat tires and transmissions invisibly. Rolling resistance is a permanent tax: every 1% of extra RR costs like an extra 1% of grade, and it's the reason a motor grader on the ramp is the best-paid machine in the pit.

06Reserve the ramp real estate early

Ramps consume pit wall — a spiral ramp sterilizes rock behind it on every level it crosses. Locate ramps in final walls where possible, plan the crossover points, and remember: relocating a ramp mid-life means re-mining your own pit. The best ramp design is the one done before the first bench, with the last bench in mind.

The TrapDesigning the ramp for today's fleet. The 100-ton trucks become 150s in year six, and the ramp that fit yesterday becomes a one-lane bottleneck with a berm problem — on the only route out of the pit. Width is cheap on paper and ruinous in rock.
Rule of ThumbWidth 3.5× the truck, grade 8–10% sustained, berm to mid-axle, flatten the switchbacks, crown to a ditch. And rolling resistance is grade you paid for without getting any deeper.

ShotRock designs and audits haul systems — ramp geometry, cycle simulation, and the $/ton case for the fixes — with a PE-track engineer's signature behind the drawings.

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