Table 2. Flammability Characteristics of the CCT Analysis of Asphalt Binders.

		HRR/kW·m–2
samples	TTI/s	average	peak	THR/MJ·m–2	EHC/MJ·kg–1	TSR/103·m2·m–2	COY/10–2·kg·kg–1
BA	18 ± 2	232.3 ± 2.6	436.6 ± 4.7	110.1 ± 3.8	23.7 ± 1.4	3.73 ± 0.32	6.40 ± 0.37
25A	16 ± 3	137.5 ± 3.2	206.0 ± 5.3	83.6 ± 3.9	23.4 ± 2.1	2.87 ± 0.26	3.09 ± 0.29
25P	19 ± 4	171.3 ± 4.1	302.5 ± 6.4	82.1 ± 2.6	22.8 ± 2.8	3.22 ± 0.47	4.67 ± 0.48
20A5P	23 ± 3	137.8 ± 2.7	246.2 ± 7.8	88.1 ± 3.2	24.1 ± 2.3	2.49 ± 0.53	3.79 ± 0.31
20A5S	28 ± 4	121.2 ± 3.4	173.8 ± 3.5	84.6 ± 4.0	18.8 ± 3.0	2.56 ± 0.60	3.21 ± 0.42
20A5Z	30 ± 2	112.8 ± 2.9	158.4 ± 7.3	84.5 ± 4.3	15.1 ± 3.5	1.76 ± 0.43	2.83 ± 0.36
20A5L	32 ± 3	133.1 ± 0.5	208.5 ± 9.2	85.0 ± 0.7	17.7 ± 1.2	2.23 ± 0.23	4.45 ± 0.27