Maximum Likelihood Estimation of Parameters for Advanced Continuously Reinforced Concrete Pavement (CRCP) Punchout Calibration Model

Table 2

Pavement performance monitoring in LTPP.

State and ID	Investigation date	Number of punchouts	ESALs
45_5035	3/17/1992	21	8.42 E+06
	6/8/1993	28	9.00 E+06
	6/25/1997	30	1.05 E+07
	2/10/1999	39	1.16 E+07
	2/27/2002	58	1.35 E+07
	2/4/2003	75	1.40 E+07
48_5323	6/11/1991	17	5.44 E+06
	5/19/1993	22	6.44 E+06
	8/10/1995	23	7.44 E+06
	5/14/1997	39	8.44 E+06
	6/16/1999	71	9.45 E+06
	6/25/2002	55	1.10 E+07