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Data Collection and Reduction
PROBABILITY OF STOPPING MODEL
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advance detector analysis average cycle length average headway average phase duration calculated calibrated call arrives call headways CDAS coefﬁcient combination conﬂicting phase data collection decision to stop deﬁned design speed range detector design dilemma zone boundaries dilemma zone protection distance distribution of call duration and cycle efﬁciency equivalent MAH equivalent maximum allowable estimate Evaluation Methodology exponential distribution ﬁeld ﬁgure ﬁrst call Flow Rate gap-out Goal 2 philosophy green extension increase inﬂuence intersection approach lanes served MAH’s Max-Out Probability maximum allowable headway maximum green duration Maximum Green setting NDOR Nebraska NETSIM number of lanes onset of Yellow percentile phases serving Predicted probability of max-out probability of stopping provide dilemma zone queue clearance shown in Figure speciﬁc stop line detector stop or go Stopping Model stopping probability subject phase Table total ﬂow rate trafﬁc demand Type-170 controllers variables VDAS vehicle’s Yellow indication yield