Table 7.
Efficacy of stabilization technologies for simulated foot traffic experiments, expressed as average ± standard deviation.
| Test Surface | Stabilizaiton Technology | Initial CPS (Average) | Removal (%R) | Transferred (%T) | Residual (%R) |
|---|---|---|---|---|---|
| Asphalt | Control | 1918 | 4 ± 1 | 1 ± 0.6 | 2 ± 0.3 |
| CaCl2 | 1283 | 1 ± 1 | ND | 0.8 ± 0.7 | |
| MVP-Fx | 1671 | ND | ND | ND | |
| Soil2O | 1688 | 2 ± 1 | 0.2 ± 0.2 | 0.2 ± 0.2 | |
| Concrete | Control | 1869 | 2±1 | 1 ± 0.1 | 1 ± 0.4 |
| CaCl2 | 1794 | 1 ± 1 | ND | ND | |
| MVP-Fx | 1685 | 3 ± 1 | 0.9 ± 0.2 | 0.4 ± 0.2 | |
| Soil2O | 1575 | 2 ± 1 | 1 ± 0.2 | 0.6 ± 0.1 | |
| Sand | Control | 3401 | 40 ± 4 | 8±2 | 3.0 ± 0.4 |
| CaCl2 | 2683 | 38.0 ± 0.4 | 0.6 ± 0.6 | 3±1 | |
| MVP-Fx | 2544 | 14.0 ± 0.2 | 2.0 ± 0.2 | 0±0 | |
| Soil2O | 2968 | 24.0 ± 0.9 | 0.8 ± 0.2 | 2±0 |