SGC Tests for Influence of Material Composition on Compaction Characteristic of Asphalt Mixtures

Table 4

Degree of compaction of each gyratory number (%) (parts of data).

Gyratory number	Test schemes
	(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)	(10)	(11)
8	85.3	88.5	86.7	80.0	86.3	86.3	83.6	84.9	88.2	84.0	87.1
12	86.7	89.9	88.7	82.0	87.8	88.5	85.3	86.5	90.1	85.7	88.4
20	88.6	91.9	91.2	84.7	89.6	91.2	87.3	88.5	92.3	87.9	89.9
30	89.9	93.3	93.0	86.8	91.0	93.2	88.9	90.1	94.0	89.6	91.1
40	90.9	94.3	94.2	88.3	91.9	94.5	90.0	91.2	95.1	90.8	92.0
50	91.5	95.0	95.1	89.4	92.6	95.5	90.8	92.0	96.0	91.6	92.6
60	92.1	95.5	95.8	90.4	93.2	96.3	91.5	92.6	96.7	92.3	93.1
70	92.6	96.0	96.3	91.1	93.6	96.8	91.9	93.1	97.2	92.9	93.5
80	93.0	96.3	96.8	91.8	94.0	97.3	92.4	93.5	97.7	93.4	93.8
90	93.3	96.6	97.2	92.3	94.3	97.6	92.8	93.9	98.0	93.8	94.1
100	93.5	96.8	97.5	92.7	94.6	97.9	93.1	94.2	98.4	94.1	94.3
110	93.8	97.1	97.8	93.2	94.8	98.2	93.3	94.5	98.5	94.4	94.6
125	94.1	97.3	98.1	93.8	95.1	98.6	93.7	94.8	98.9	94.8	94.9