Investigating In Situ Properties of Recycled Asphalt Pavement with Foamed Asphalt as Base Stabilizer

Table 1

Summary of foamed asphalt mix design results.

Blend	RAP (%)	Granular (%)	ITS		TSR	ITS		TSR	UCS
			Φ 100 mm			Φ 150 mm			Φ 150 mm
			(kPa)		(%)	(kPa)		(%)	(kPa)
			Dry	Wet		Equ.	Wet		Equ.
1	75	25	318	238	75	301	237	79	1900
2	50	50	472	379	80	279	252	90	2400