TAKEOFF METRIC

Sheet set C · Civil & Earthwork

Earthwork

Excavation, base course, gravel, fill and haul-off.

Issued

2 of 3

In the set, not issued

C-102

Fill Dirt Calculator

Fill and backfill volume with swell and shrinkage factors, plus haul-off loads.

Not issued

Quick reference

Loose weight of one cubic yard, as published by the sources this set cites
Material Condition lb / cu yd Short tons / cu yd
Gravel, 1/4-2 in (screened) Dry, loose 2,850 1.43
Gravel, 1/4-2 in (screened) Wet, loose 3,400 1.7
Gravel, 1/4-2 in (screened) In place / bank (undisturbed) 3,200 1.6
Gravel, unsized Dry, loose 2,550 1.28
Gravel, unsized In place / bank (undisturbed) 2,850 1.43
Gravel, pit run (bank run) Dry, loose 3,250 1.63
Gravel, pit run (bank run) In place / bank (undisturbed) 3,650 1.83
Crushed stone Dry, loose 2,700 1.35
Sand and gravel mix Dry, loose 2,900 1.45
Sand and gravel mix Wet, loose 3,400 1.7
Sand and gravel mix In place / bank (undisturbed) 3,250 1.63
Sand Dry, loose 2,400 1.2
Sand Damp, as delivered 2,850 1.43
Sand Wet, loose 3,100 1.55
Sand In place / bank (undisturbed) 2,700 1.35
Top soil Dry, loose 1,600 0.8
Top soil In place / bank (undisturbed) 2,300 1.15
Earth, loam Dry, loose 2,100 1.05
Earth, loam In place / bank (undisturbed) 2,600 1.3
River rock (supplier chart) Damp, as delivered 2,800 1.4
Crushed granite (supplier chart) Damp, as delivered 2,500 1.25
Sand / gravel / DG / rock / river cobble (supplier chart) Damp, as delivered 2,700 1.35

Aggregate weight moves with gradation, moisture and how hard it was compacted. These are published figures from a manufacturer engineering table and two supplier charts, not a measurement of your pile: the full citation for each row is printed on sheet C-101, where you can also type your supplier’s own number in. Materials with no figure in any open document — pea gravel, road base, decomposed granite, asphalt millings, riprap — are listed there without a default on purpose.