고속도로 건설 및 유지관리 과정중 발생되는 폐콘크리트를 현장파쇄하여 생산한 재생골재를 도로 포장용 재료로 활용하기 위한 시험시공을 실시하였다. 동상방지층의 경우 재생굵은골재, 스크리닝스 및 모래를 소요입도로 혼합하였을 때 양호한 지지력을 나타내었으며 강도가 약한 모르터가 진동 및 전압에 의해 파쇄됨에 따라 재생골재 2$sim$20mm 통과율이 5$sim$13%정도 증가하였다. 재생골재를 사용한 빈배합 콘크리트의 강도는 천연쇄석에 비하여 71$sim$85% 강도를 나타내었으나 배합강도 $57.5kgf/cm^2$를 크게 상회하였으므로 현장적용에는 문제없음을 확인하였다.
The waste concrete produced by the process of the highway construction and management, has been crushed in-situ, and the waste aggregate has been experimentally used for anti-freezing layer and lean concrete. After testing the bearing capacity on anti-freezing layer, it was found that when the waste aggregates mixed with natural sand would be within the required gradations, the layer meets the requirements of limitation and the percentage to passing 2$sim$20mm sieve increased by 5$sim$13% because the flimsy mortars on aggregate were re-crushed by vibrated-roller compactor. The compressive strength of lean concrete using recycled aggregate was 71$sim$85% of the natural coarce aggregate made, but nevertheless the recycled aggregates are applicable to the lean concrete because they largely exceeded the required strength, $57.5kgf/cm^2$.
