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CHAPTER 1 Introduction and Research Approach
CHAPTER 2 Comparing Predictions of Lane Distribution
CHAPTER 3 Comparing Predictions of Density and Speed
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_ _ H _ _ Q _ H _ _ H H _ I _ _ I I _ Q _ 6-lane freeway 94HCM Equation 94HCM model acceleration analysis auxiliary lane car-following computed concentration of vehicles database deﬁned detectors DR PCPHPL ex ofﬁcio exit Federal Highway Administration Figure ﬁrst ﬂow free-ﬂow freeway section freeway volume FRESIM Fresim-D H _ _ H H _ H H H H Highway Capacity Manual I I _ I I I I I inﬂuence area input lane change lane distribution loop detectors modiﬁed mph Main Ramp NETSIM node off-ramp on-ramp output pcph percent Q _ _ ramp metering ramp volume rYPE Scenario Semi-Trailer Truck sensitivity signiﬁcant speciﬁed superelevation trafﬁc Transportation Research Board trap trap(I U U U U values vehicle type vehicle’s vehicles in lanes