Table 3.
Efficacy of stabilization technologies during simulated vehicle experiments, expressed as average ± standard deviation.
| Test Surface | Stabilizaiton Technology | Initial CPS (Average) | Removal (%R) | Transferred (%T) | Residual (%R) |
|---|---|---|---|---|---|
| Asphalt | Control | 1497 | 15 ± 1 | 8±1 | 9±1 |
| CaCl2 | 1089 | 5 ± 4 | 1±1 | 4±2 | |
| MVP-Fx | 1292 | 2 ± 1 | 0.2 ± 0.6 | 0.5 ± 0.4 | |
| Soil2O | 1210 | 10 ± 5 | 5±2 | 9±7 | |
| Concrete | Control | 1773 | 7±3 | 5±2 | 3±1 |
| CaCl2 | 1219 | 0.9 ± 0.7 | 1±1 | 0.8 ± 0.9 | |
| MVP-Fx | 1346 | 3 ± 1 | 1±1 | 2±1 | |
| Soil2O | 1382 | 5 ± 1 | 4±1 | 2±1 | |
| Sand | Control | 1363 | 41 ± 8 | 9±3 | 20 ± 2 |
| CaCl2 | 1303 | 17 ± 4 | 3±2 | 5±3 | |
| MVP-Fx | 1312 | 16 ± 6 | 3±1 | 2±1 | |
| Soil2O | 1325 | 25 ± 2 | 6±2 | 11 ± 4 |