Temperature Adaptability of Asphalt Pavement to High Temperatures and Significant Temperature Differences

Table 1

Investigation of rutting in southern Xinjiang in national highway no. 30 (Kumul Section).

PK	Rutting length (m)	Rutting depth (cm)	PK	Rutting length (m)	Rutting depth (cm)
K2923 + 700–K2924 + 150	450	3	K2942 + 300–K2943 + 000	700	2.0–4.0
K2924 + 150–K2924 + 900	750	3.5–5.5	K2944 + 400–K2944 + 700	300	1
K2924 + 900–K2925 + 350	450	11	K2945 + 500–K2946 + 200	700	1.0–2.0
K2925 + 350–K2925 + 600	250	4.0–6.0	K2947 + 000–K2948 + 000	1000	2
K2925 + 600–K2927 + 300	1700	2.0–3.0	K2949 + 600–K2950 + 400	800	1.0–2.0
K2932 + 900–K2933 + 500	600	2.0–3.0	K2951 + 400–K2951 + 800	450	2.0–3.0
K2933 + 500–K2933 + 800	300	4.0–5.0	K2951 + 850–K2952 + 050	200	5
K2933 + 800–K2934 + 000	200	7	K2952 + 050–K2952 + 500	450	3.0–3.5
K2934 + 000–K2934 + 150	150	10.0–13.5	K2954 + 500–K2955 + 800	1300	4.5
K2934 + 150–K2934 + 300	150	7	K2979 + 000–K2980 + 200	1200	2
K2934 + 300–K2934 + 500	200	6	K2991 + 000–K2991 + 800	800	4
K2934 + 500–K2934 + 950	450	2.0–3.0	K2999 + 000–K2999 + 300	300	2.0–3.0