Analysis of Skid Resistance and Noise Characteristics for Varieties of Concrete Pavement

Table 1

Details of testing concrete pavement.

No.	Pavement type	Spacing, width, and depth of groove (mm)	Test location	Traffic condition
A	Transverse groove (artificial turf drag)	20, 5, 5	Tunnel 1	Newly built
B		50, 5, 5
C	Transverse groove (no drag)	25, 5, 5	Tunnel 2
D	Longitudinal grooving	25, 5, 5	Tunnel 1	5 years
E		25, 5, 2∼4	Tunnel 3
F	Transverse groove	25/50, 5, 5	Tunnel 1	Newly built
G	Longitudinal grooving	Random	Tunnel 1	3 years
H		Random	Tunnel 4
I	Transverse groove	23, 5, 1∼3	Tunnel 5	2 years
J	EACCP	—	Tunnel 6	Newly built
K	PCC	—	Tunnel 4	Newly built
L	SMA	SMA-13	Tunnel 7	Newly built
M	HMA	AC-13	Highway pavement	Newly built
N	Transverse groove (no drag)	25, 5, 1–3	Tunnel 8	Newly built
O	Bridge deck pavement	AC-13	A large bridge	Newly built