| Tabel Faktor Konversi Bahan untuk Tanah dan Bahan Berbutir |
| No. | Jenis Jenis Tanah | Kond. Tanah | Kondisi Tanah yang akan Dikerjakan | ||
|---|---|---|---|---|---|
| Asli | Lepas | Padat | |||
| Pasir | A | 1,000 | 1,110 | 0,950 | |
| 1 | L | 0,900 | 1,000 | 0,860 | |
| P | 1,050 | 1,170 | 1,000 | ||
| Tanah Liat Berpasir | A | 1,000 | 1,250 | 0,900 | |
| 2 | L | 0,800 | 1,000 | 0,720 | |
| P | 1,100 | 1,390 | 1,000 | ||
| Tanah Liat | A | 1,000 | 1,250 | 0,900 | |
| 3 | L | 0,700 | 1,000 | 0,630 | |
| P | 1,110 | 1,590 | 1,000 | ||
| Tanah Campur Kerikil | A | 1,000 | 1,180 | 1,080 | |
| 4 | L | 0,850 | 1,000 | 0,910 | |
| P | 0,930 | 1,090 | 1,000 | ||
| Kerikil | A | 1,000 | 1,130 | 1,030 | |
| 5 | L | 0,880 | 1,000 | 0,910 | |
| P | 0,970 | 1,100 | 1,000 | ||
| Kerikil Kasar | A | 1,000 | 1,420 | 1,290 | |
| 6 | L | 0,700 | 1,000 | 0,910 | |
| P | 0,770 | 1,100 | 1,000 | ||
| Tanah Cadas/Batuan Lunak | A | 1,000 | 1,650 | 1,220 | |
| 7 | L | 0,610 | 1,000 | 0,740 | |
| P | 0,820 | 1,350 | 1,000 | ||
| Pecahan Batu | A | 1,000 | 1,700 | 1,400 | |
| 8 | L | 0,570 | 1,000 | 0,800 | |
| P | 0,710 | 1,240 | 1,000 | ||
| Bahan Hasil Peledakan | A | 1,000 | 1,800 | 1,300 | |
| 9 | L | 0,560 | 1,000 | 0,720 | |
| P | 0,770 | 1,380 | 1,000 | ||
| Pecahan Granit atau Batuan Keras | A | 1,000 | 1,700 | 1,310 | |
| 10 | L | 0,590 | 1,000 | 0,770 | |
| P | 0,760 | 1,3000 | 1,000 | ||
| | |||||
Ket :
P = Tanah Padat
A = Tanah Asli
L = Tanah lepas
