There is no universal fixed waiting time for traffic opening after Emulsified Asphalt Liquid construction. Actual waiting periods are determined mainly by on‑site ambient temperature, humidity, weather conditions, applied coating thickness and material characteristics of Emulsified Asphalt Liquid. Curing rates vary greatly under different working conditions, so traffic‑opening timing shall be judged based on real‑world site status rather than rigid unified standards. Premature traffic access causes pavement sticking, sanding, peeling and deformation and completely ruins construction outputs. Under ideal standard working conditions with ambient temperature ranging from 15℃ to 30℃, sunny weather, good ventilation and moderate air humidity, curing proceeds steadily for pavements finished with thin‑layer sprayed or brushed Emulsified Asphalt Liquid.
One to two hours after construction marks the initial surface‑setting phase. At this stage, the emulsion finishes preliminary demulsification and surface water evaporates gradually, yet inner structures remain uncured with sticky pavement surfaces. No pedestrian or vehicle trampling or rolling is allowed. Two to four hours post‑construction, surface layers dry thoroughly without stickiness, and inner structures take preliminary shape. Pedestrians may walk slowly on pavements, though electric vehicles and motor vehicles are still prohibited. After six to eight hours, pavements accomplish full curing with basic bonding strength and compactness attained, so small‑size motor vehicles can pass normally. Twenty‑four hours after construction, all types of vehicles are permitted to travel, and pavement properties reach optimal levels.
Waiting time for traffic must be extended considerably under low‑temperature and humid circumstances. When ambient temperature drops below 10℃, or in rainy‑humid weather with poor site ventilation, water evaporation from Emulsified Asphalt Liquid slows sharply and demulsification‑curing procedures are heavily delayed. Initial surface setting takes four to six hours, pedestrian access is allowed after eight to ten hours, and motor‑vehicle traffic reopening has to be postponed to 12‑24 hours. For construction completed under post‑rain low‑temperature conditions in highly humid locations, static placement for more than 24 hours may be needed for thorough curing. Traffic can only be resumed after pavements turn totally dry and non‑sticky.
Traffic‑opening intervals can be shortened appropriately under hot‑dry conditions. In summer with temperature above 30℃, sufficient ventilation and dry air, water evaporates rapidly and demulsification‑curing efficiency improves remarkably. Surface layers dry within one to two hours after construction, pedestrians and small‑sized vehicles may pass after three to four hours, and regular traffic resumes in four to six hours. It is worth noting that pavements gain fast surface curing yet slow inner solidification under extreme midday summer heat. Judging traffic‑opening time merely according to surface appearances should be avoided, and buffer periods are reserved to stop inner‑uncured pavements from being damaged under compression loads.
Coating thickness also influences traffic‑opening schedules. Thin‑layer tack‑coat and surface‑preservation construction realizes fast curing and follows regular waiting periods. Thick‑layer paving slows internal water volatilization and prolongs curing cycles by three to five hours as a whole. Instead of counting on fixed time spans, pavement physical conditions serve as decisive criteria for traffic reopening. Traffic can be unlocked once pavements become completely dry, non‑sticky, free of loose sand and fully hardened. Adjust waiting periods flexibly in construction practices according to weather, temperature and coating thickness to avoid quality defects triggered by premature traffic opening and extend pavement service life.
