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Permanent Deformation of Superpave and Marshall Mix Design Method Using SPT Dynamic Modulus Test

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Figure

Fig.1 NMAS 12.5mm Aggregate Gradation
Table 3 Criteria for Acceptance of Test Specimens Requirements
Fig. 4 Dynamic Modulus Master Curve for QS and QJ HMA Mixtures
Table 4 Modular Ratio (R) Ranking @ 40oC and 50oC
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