Research Article

Evaluation of the Rain Effects on Gap Acceptance Behavior at Roundabouts by a Logit Model

Table 2

Critical and follow-up headways values in previous studies.

Study nameCountryCritical Gap
(Sec.)
Follow-up headway
(Sec.)

Abdullah AhmadIndia2.5 ~ 3.0-
Abrams et al.US2.20-
BrilonGermany4.07 ~ 4.452.89 ~ 2.99
Cheng JieChina4.1 ~ 5.4-
Dahl & LeeCanada3.90 ~ 5.302.10 ~ 4.20
Feng XuUS4.5 ~ 5.3-
FortuijnThe Netherlands3.16 ~ 3.282.10
Gazzarri et al.Italy3.54 ~ 4.102.52 ~ 2.76
Guo RuijunChina2.7-
HCM (2010)US4.1-
Iraj BargegoIran2.52 ~ 4.03-
KHCM (2013)South Korea3.21-
Kim, TSouth Korea2.42 ~ 2.7-
Liang RenAustralia4.6 ~ 4.8-
Mensah S. el al.US2.50 ~ 2.60-
NCHRP (3-65)US4.2 ~ 5.9-
Nicolosi et al.Italy3.19 ~ 3.993.15 ~ 2.11
Park, SSouth Korea3.7 ~ 4.1-
Qu X et al.Australia--
Rodegerdts et al.US3.90 ~ 5.902.60 ~ 4.30
Shweta RaoIndia1.36 ~ 2.52-
Vasconcelos et al.Portugal3.23 ~ 4.50-
Vasconcelos et al.Portugal3.37 ~ 4.282.08 ~ 2.20
WuGermany4.122.88
Xu & TianUS4.50 ~ 5.302.30 ~ 2.80
Zheng et al.US3.80 ~ 5.502.30 ~ 3.80

Sources: [27ā€“37].