Research Article
Performance Evaluation of JPCP with Changes of Pavement Mix Design Using Pavement Management Data
Table 3
Grade of pavement performance index of HPCI component for HPMS.
| Grade | HPCI | IRI | SD (m2) | SD (%) | Action |
| 1 | 4.0 or more | Below 1.5 | 0 | 0 | Do nothing | 2 | 4.0–3.5 | 1.5–2.0 | Less 1.0 | 0.3 | Preventive maintenance | 3 | 3.5–3.25 | 2.0–2.5 | 1.0–18 | 0.3–5 | Maintenance and repair if necessary | 4 | 3.25–3.0 | 2.5–3.0 | 18–36 | 5–10 | Maintenance and repair | 5 | 3.0–2.5 | 3.0–3.5 | 36–52 | 10–15 | Rehabilitation, if necessary | 6 | 2.5–2.0 | 3.5–4.0 | 52–72 | 15–20 | Rehabilitation | 7 | Below 2.0 | 4.0 or more | 72 or more | 20 or more | Preferred rehabilitation |
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SD (%): unified surface distress per unit area of pavement surface. |