Study on Road Performance of Cement-Stabilized Recycled Aggregate Base with Fiber and Rubber

Table 5

The test methods table.

Cement content (%)		3	4	5	6	7
Water-stabilized recycled aggregate	Optimum moisture content (%)	7.3	7.7	8.5	8.7	9.1
	Maximum dry density (g/cm^3)	1.96	2.01	2.02	2.03	2.05
Water-stabilized gravel	Optimum moisture content (%)	4.1	4.4	5.2	5.5	5.8
	Maximum dry density (g/cm^3)	2.21	2.22	2.23	2.23	2.26
Water-stabilized gravel recycled aggregate	Optimum moisture content (%)	5.2	5.6	6.2	6.6	7.8
	Maximum dry density (g/cm^3)	2.01	2.04	2.12	2.14	2.15