Table 2.

Geometry, functional, structural, and local geotechnical information of test sites.

	Unit	Rural, “C1”	Urban, “E1”
Lane width	[m]	3.25 ÷ 3.75	2.75 ÷ 3.25
Pavement Shoulder width	[m]	1.0 ÷ 1.50	0.3 ÷ 0.5
Sidewalk width	[m]	/	1 ÷ 1.50
AADT	[vehicles/day]	7000	12,500
Percentage of trucks	[%]	10.0 ÷ 12.0	3.0 ÷ 5.0
Asphalt concrete layers, $H_1$	[cm]	15 ÷ 20	15 ÷ 20
Subbase course, $H_2$	[cm]	40 ÷ 50	25 ÷ 30
$E_m$ at 20 °C for asphalt concrete	[MPa]	4500 ÷ 5500	4000 ÷ 5000
E for sub-base	[MPa]	200 ÷ 300	400 ÷ 500
E for subgrade	[MPa]	80 ÷ 100	70 ÷ 90
Subgrade—AASHTO Soil Classification System	[-]	A5, A6, A7-5 silty soils and clayey soils	A5, A6, A7-5 silty soils and clayey soils