注意：T：路面结构的预计交通量在冰雪覆盖的或者寒冷地区，如果即使在10

Note: <br>T: The estimated traffic volume of the road structure is <br>in snow-covered or cold areas. If even under 1000≤T<3000, some rutting may occur due to creep. At this time, the number of hammer strikes should be T=50. <br>The value in the stable column []: the reference value in the case of 1000≤T, T=50. <br>The residual stability of the mixture S obtained from the following equation may be affected by water and the place where the mixture is applied, and its ideal value is 75% or higher. <br>Residual stability (%)=(stability after 48h-soaking time at 60℃)*100

note:<br>T: Estimated traffic volume of road surface structure<br>In snow-covered or cold areas, the number of hammerings should be T≤-50 if some ruts may be generated due to creep, even in the case of 1000 T

be careful:<br>T: Estimated traffic volume of pavement structure<br>In ice covered or cold regions, if some ruts may occur due to creep even in the case of 1000 ≤ T < 3000, the number of hammering should be t = 50.<br>The value in the stable column: the reference value in the case of 1000 ≤ T and T = 50.<br>For mixture s, the residual stability obtained from the following equation may be affected by water, the place where the mixture is used, and its ideal value is 75% or higher.<br>Residual stability (%) = (stability after 48h - soaking time at 60 ℃) * 100<br>