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California C-12 Earthwork and Paving Exam

Excavation & Grading

Excavation and grading shape the ground and build the foundation the pavement sits on.

The pavement structure

A pavement is a stack of layers, each spreading load to the one below:

Top → bottom: surface (asphalt/concrete) · base course (compacted aggregate base) · subbase (optional select layer) · subgrade (native soil or compacted fill). Loads spread out as they go down, so stronger material goes on top and the subgrade sees the least stress.

Grading and fill

Grade control keeps the work at the correct elevation and slope. When placing fill against an existing slope, the slope is cut into level steps — benching (keying) — so the new fill locks in and won’t slide. Fill and trench backfill go in compacted lifts, not one loose dump.

Before any digging, the contractor must determine the estimated location of underground utilities (OSHA 29 CFR 1926.651 and California’s USA/811 dig law) — see the excavation safety topic for the trench-protection rules that follow.

Practice: Excavation & Grading

Frequently asked

What are the layers of a pavement structure?
From the bottom up: the subgrade (native soil or compacted fill), an optional subbase, the base course (compacted aggregate base), and the surface (asphalt or concrete). Loads spread out as they pass down through the layers, so the subgrade sees far less stress than the surface.
Why is fill benched into an existing slope?
When fill is placed against a slope, the slope is cut into level steps (benches or keys) so the new fill locks into the existing ground. Without benching, fill can slide along the smooth interface between old and new material.
What must you do before opening an excavation?
Determine the estimated location of underground utilities first — both OSHA (29 CFR 1926.651) and California's dig law require it. In California that means calling USA/811 at least two working days before digging.

More C-12 Earthwork & Paving topics