Runway area is leveled according to the measurements. The soil is compacted with a roller and a 10 cm thick ‘finisher’ plumbing filler is laid on a suitable slope. This filler is a “coarse crushed stone” consisting of stones and gravels that do not pass through a NO: 4 (4.75 mm) sieve. Subsequently, a ‘fine chippings’ material passing through a sieve NO: 4 (4.75 mm) is laid on the “Filler”. These two layers of plant mix, which are blended with water, are completely dried and hardened and then flattened by roller compaction. The inner edge of the athletics track is provided with a suitable inclination for water discharge. 6 cm thick; asphalt, mineral aggregate and mineral fillers and asphalt binder with all the ‘asphalt binder layer’ is applied. On top of this, wear layer, which is a hot mixture of binder crude oil-based asphalt cement and mineral aggregate, is laid. By applying the wear layer again crushing, compression, straightening operations are started. In order to prevent water accumulation, a slope of 0.5 – 0.7% is given towards the inner line of the runway and a water channel with a cover is installed in this section. In addition, according to DIN 18035, if there are code differences on the ground which cause fluctuations of more than 3 mm in the 4 m plane, these areas must be filled with a mixture of pure polyurethane and quartz sand before the synthetic coating and the runway must be completely leveled. (Although asphalt cannot be provided although it is preferred first, concrete can be applied.) If concrete is to be laid as the subfloor, BS 18 concrete complying with Turkish Standards should be used. In order to increase the heat and load resistance, at least 360 kilograms of cement should be used in aggregate and cement mixture. In order to increase the strength on the concrete floor, the concrete should be equipped with steel mesh and Q 131 material should be used for this mesh. The concrete floor should have a total thickness of 10 cm. After the casting process is finished with sufficient slope in the appropriate direction, the surface should be polished to form a smooth surface. There should be no fluctuations exceeding 3 mm in this 4 m plane. Areas with more errors than international norms should be corrected by self-leveling screed application. Synthetic flooring should be started after the concrete moisture level has decreased to 5%.