Geotechnical Suitability of Soils in Road Construction for Sustainable Development in Tropical Africa: Case of Lateritic Graveled Soils of Bandjoun (West, Cameroon)

Table 2

Summary of the different mechanical characterization results.

Parameters	Proctor test		CBR (95%)
	MDD (g/cm³)	OMC (%)
Samples
CP1	1.74	31.50	41.40
CP2	1.70	29.50	26.00
CP3	1.94	21.10	83.30
CP4	1.64	28.50	29.40
Max	1.94	31.50	83.30
Min	1.64	27.60	26.00
Average	1.75	27.60	45.02
Deviation	0.13	4.54	26.36

CBR = California bearing ratio, MDD = maximum dry density, OMC = maximum water content.