Review Article
Properties of Cementitious Repair Materials for Concrete Pavement
Table 3
Minimum opening strength necessary for FDR [
28].
| Slab thickness, mm (in.) | Strength for opening to traffic, MPa (psi) | Repair length <3 m (10 ft) | Slab replacements | Compressive | 3rd-point flexural | Compressive | 3rd-point flexural |
| 150 (6.0) | 20.7 (3000) | 3.4 (490) | 24.8 (3600) | 3.7 (540) | 175 (7.0) | 16.5 (2400) | 2.6 (370) | 18.6 (2700) | 2.8 (410) | 200 (8.0) | 14.8 (2150) | 2.3 (340) | 14.8 (2150) | 2.3 (340) | 225 (9.0) | 13.8 (2000) | 1.9 (275) | 13.8 (2000) | 2.1 (300) | ≥250 (≥10.0) | 13.8 (2000) | 1.7 (250) | 13.8 (2000) | 2.1 (300) |
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