Table 2 Results of Los Angeles and Micro-deval tests.

From: Development and performance evaluation of alternative road construction material using clay and recycled concrete debris

Features

Designation

Results (%)

Los Angeles coefficient

\(\:{\text{L}}_{\text{A}}\)

21

Micro-Deval coefficient

\(\:{\text{M}}_{\text{D}\text{E}}\)

16

Mix (Los Angeles + Micro-Deval)

\(\:{\text{L}}_{\text{A}}+{\text{M}}_{\text{D}\text{E}}\)

37