Impacts of traffic signal installation at marginally warranted intersections
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12 noon 2-Way All-Way Trafﬁc 45 Stopped 52 Stopped Delay 8A A A accident numbers Accidents by Severity actuated trafﬁc signals All-Way 9 all-way stop control All-Way Trafﬁc 2-Way approach speed AU-Way classiﬁed Difference not signiﬁcant ﬁgure Geometric 2-Way All-Way Hourly Volume identiﬁed Intersection 2-Way Stop intersection operation Leg 2 Leg Leg 4 Total level two-tailed test Low-Speed Rural Low-Speed Urban major street approaches marginally warranted intersections mh mh minor street noon 6 pm number of accidents Number of Stops OOH OOH Pattem Percent Change 2-Way Percent Differences Signal 20 Signal 9 Signal Stop Stop signalized intersections simulation studies statistically signiﬁcant Stop Signal Stop Stop Stop Signal Stopped Delay veh-hrs Stops Geometric 2-Way Stops Leg TEXAS Model Texas MUTCD Total Control minor Total Delay veh-hrs Traf Traffic Trafﬁc 2-Way All-Way Trafﬁc Case Stop trafﬁc engineer Trafﬁc Signal 16 Traﬂic unsignalized intersections veh/hour