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Table 7 Response of asphalt mixtures to creep recovery

From: Impact of rest time on creep recovery of asphalt mixtures modified with calcined marl filler

Asphalt Mixture

 

Creep Recovery

Without rest time

With rest time

M0

Mean value

48

54

Standard deviation

3.12

3.3

CV (%)

6.5

6.1

M25

Mean value

49.2

55.8

Standard deviation

2.95

3.1

CV (%)

5.9

5.6

M50

Mean value

53.1

59.3

Standard deviation

3.4

3.3

CV (%)

6.4

5.6

M75

Mean value

50.7

56

Standard deviation

3.2

3.06

CV (%)

6.3

5.4

M100

Mean value

43

46

Standard deviation

2.99

3.18

CV (%)

5.9

6.9