TY - JOUR
T1 - Random Coefficient Models for Work Zone Headway Distribution
AU - Weng, Jinxian
AU - Gan, Xiafan
AU - Du, Gang
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019/10/1
Y1 - 2019/10/1
N2 - Vehicle headways in work zones are disaggregated into two types in this study-truck-involved (e.g., car-Truck) and nontruck-involved (e.g., car-car) headways. Considering the possible effects of vehicle-following patterns and unobserved heterogeneity, we have developed a multivariate distribution model with random coefficients for each headway type using the work zone headway data from Singapore. Five headway distribution types, including the lognormal, normal, gamma, log-logistic, and Weibull, are considered. The lognormal distribution is found to be the best pattern for both headway types. Results show that, for any given distribution pattern, the distribution model with random coefficients could provide better goodness-of-fit than the model with fixed coefficients. It is further found that there is a bigger effect of work intensity on the truck-involved headways than the nontruck-involved headways. In addition, both types of headways decrease as the traffic flow or truck percentage increases. The likelihood ratio test results confirm the necessity of building a separate distribution model for each headway type in work zones.
AB - Vehicle headways in work zones are disaggregated into two types in this study-truck-involved (e.g., car-Truck) and nontruck-involved (e.g., car-car) headways. Considering the possible effects of vehicle-following patterns and unobserved heterogeneity, we have developed a multivariate distribution model with random coefficients for each headway type using the work zone headway data from Singapore. Five headway distribution types, including the lognormal, normal, gamma, log-logistic, and Weibull, are considered. The lognormal distribution is found to be the best pattern for both headway types. Results show that, for any given distribution pattern, the distribution model with random coefficients could provide better goodness-of-fit than the model with fixed coefficients. It is further found that there is a bigger effect of work intensity on the truck-involved headways than the nontruck-involved headways. In addition, both types of headways decrease as the traffic flow or truck percentage increases. The likelihood ratio test results confirm the necessity of building a separate distribution model for each headway type in work zones.
KW - Distribution
KW - Random coefficient
KW - Vehicle headway
KW - Work zone
UR - https://www.scopus.com/pages/publications/85069787167
U2 - 10.1061/JTEPBS.0000268
DO - 10.1061/JTEPBS.0000268
M3 - 文章
AN - SCOPUS:85069787167
SN - 2473-2907
VL - 145
JO - Journal of Transportation Engineering Part A: Systems
JF - Journal of Transportation Engineering Part A: Systems
IS - 10
M1 - 04019042
ER -