 |
Pavement Volume to Tonnage Conversion
| Mix Type |
|
Conv. Factor
(ton/yd3) |
| Surface |
| S4.75A |
100 |
1.800 |
| SF9.5A |
110 |
1.980 |
| S9.5B |
112 |
2.016 |
| S9.5C |
112 |
2.016 |
| S9.5D |
112 |
2.016 |
| S12.5C |
112 |
2.016 |
| S12.5D |
112 |
2.016 |
| |
|
|
| Intermediate |
| I19.0B |
114 |
2.052 |
| I19.0C |
114 |
2.052 |
| I19.0D |
114 |
2.052 |
| |
|
|
| Base |
| B25.0B |
114 |
2.052 |
| B25.0C |
114 |
2.052 |
| PADC, P-57 |
90 |
1.620 |
| PADC, P-78M |
90 |
1.620 |
| ABC |
--- |
2.025* |
| |
|
|
* Includes 1.5 depth compaction factor.
|
|
|
NC DOT
NC DOH
NC GOV
