Research Article
Cluster-Based Pavement Deterioration Models for Low-Volume Rural Roads
Table 10
Rotated factor loadings.
| Sl. no. | Index | | Factors | | I | II | III | IV |
| 1 | LDS | 0.156 | 0.650 | 0.511 | 0.013 | 2 | LDI | 0.194 | 0.902 | 0.025 | 0.115 | 3 | LSV | 0.178 | 0.119 | 0.896 | 0.012 | 4 | POD | 0.821 | 0.128 | 0.229 | 0.070 | 5 | CAM | 0.764 | 0.082 | 0.115 | 0.034 | 6 | CRA | 0.821 | 0.284 | 0.012 | 0.070 | 7 | EDG | 0.811 | 0.157 | 0.208 | 0.062 | 8 | RSV | 0.197 | 0.135 | 0.867 | 0.043 | 9 | RDS | 0.179 | 0.694 | 0.457 | 0.038 | 10 | RDI | 0.189 | 0.905 | 0.032 | 0.117 | 11 | CDO | 0.071 | 0.105 | 0.015 | 0.902 | 12 | CDS | 0.082 | 0.080 | 0.038 | 0.907 | Percentage of variance | 23.351 | 22.627 | 17.808 | 14.02 |
| Total variance explained | | 77.806 | |
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