Evaluation of Compaction Uniformity of Asphalt Pavement Based on Construction Depth Variation

Table 1

Depth of departure coefficient of variation for digital image construction of AC-20 asphalt mixture pavement.

Number
1	4.68	5.04	5.18	5.39	5.60
2	3.17	4.44	5.66	5.65	6.48
3	4.38	5.92	5.65	5.76	6.02
4	4.29	4.81	4.69	5.35	5.43
5	7.86	7.38	7.12	7.09	7.29
6	3.15	3.87	3.55	4.24	4.88
7	2.15	2.77	2.41	2.59	2.80
8	3.58	3.29	4.49	4.60	5.47
9	5.49	6.02	6.04	6.46	6.98
10	5.35	5.78	5.09	5.51	5.51
11	2.12	2.76	3.57	3.37	3.84
......	......	......	......	......	......
93	3.16	3.29	3.36	2.97	3.80
94	6.46	6.71	6.65	6.69	7.02
95	10.52	9.95	9.98	10.32	10.46
96	5.88	6.35	6.31	6.42	6.42
97	3.46	3.77	3.37	3.81	4.10
98	5.33	5.42	5.33	5.21	5.18
99	6.31	5.80	5.80	5.92	6.20
100	7.35	7.16	7.12	6.79	7.30