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<br /> I -,- <br /> - <br /> I. -' - <br /> Devices. Each of the warrants are briefly explained below. The explanation is a simplification of -. <br /> the description that is contained in the Minnesota Manual on Uniform Traffic Control Devices. <br /> I ""' <br /> - <br /> - <br /> Warrant I - Minimum vehicular volume. This warrant is intended for application at intersections - <br /> I where the volume of intersecting traffic is the primary reason for consideration of a signal. For -, <br /> intersections with a four lane arterial which carries a minimum of9,600 vehicles a day the warrant <br /> would likely be met if the volume on a intersecting cross street with one approach lane is - <br /> I approximately 2,400 vehicles per day (one direction only) or with two approach lanes is -, <br /> approximately 3,200 vehicles per day(one direction only). -. <br /> I Warrant 2 - Interruption of continuous traffic. This warrant is intended for application where the -' <br /> traffic volumes on the major street are so heavy that traffic on the minor street suffers excessive - <br /> ~ <br /> delay or hazard in entering or crossing the major street. This warrant would likely be met if the <br /> I volume on a four lane major arterial was 14,400 vehicles per day or greater and the volume on a -' <br /> intersecting cross street with one approach lane is upproximately 1,200 vehicles per day (one - <br /> direction only) or with two approach lanes is approximately 1,600 vehicles per day (one direction _: <br /> I only). <br /> - <br /> I Warrant 3 - Minimum pedestrian volume. A traffic signal may be warranted where the pedestrian _, <br /> volume crossing the major street at an intersection or mid-block location during an average day is <br /> I 00 or more for any four hours or 190 or more during anyone hour. ~--,~ <br /> I- _1 <br /> Warrant 4 - School Crossings. A traffic signal may be warranted at a school crossing if a traffic -. <br /> engineering study shows that adequate gaps in the traffic stream are not frequent enough to <br /> I accommodate the number of children crossing. -- <br /> - <br /> Warrant 5 - Progressive Movement. Sometimes a traffic signal is warranted at an intersection where <br /> I it is part of a system and there is progressive movement control needed in order to maintain proper - <br /> grouping of vehicles and effectively regulate group speed. The installation of a signal according to <br /> this warrant should not result in signal spacing ofless than 1000 feet. <br /> I .'-' <br /> Warrant 6 - Accident Experience. A signal may be warranted if there is a high number of accidents <br /> that are subject to correction by traffic signal control. In most cases traffic signals are not a safety -'.=o-c <br /> I improvement and can often increase accidents at an intersection. ~ <br /> I Warrant 7 - Systems. A traffic signal may be warranted at SOme intersections to encourage -- I <br /> concentration and organization of traffic flow networks. This typically applies to the common <br /> intersection of two or more major routes. __J <br /> I <br /> Warrant 8 ' Combination of Warrants. This warrant is only for exceptional cases where all other - <br /> ..J <br /> remedial measures have been tried. <br /> I <br /> Warrant 9 - Four Hour Volumes. This warrant applies to situations where there is heavy traffic _J <br /> I- - during the peak periods of the day. The hourly volumes needed to meet this warrant are higher than <br /> for Warrants I and 2 but they only need to be satisfied for four hours of any day instead of eight. <br /> ..J <br /> I 37 <br /> 1 <br /> _..,--,.--~, -,:''''-'-7C:-,,~,_" '-' <br />