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<br /> I <br /> ~ <br /> .. streets. Highway 96 is designated as an "A-minor" arterial in the regional transportation system <br /> plan and therefore is intended to serve more of mobility function and less of an access function. <br /> II Accident data shows that the safest roadways are those that are on either end of the range and <br /> . provide primarily one function, either access or mobility. The highest accident rates are found on <br /> the arterial streets which serve both an access and mobility function. The frequency of access on an <br /> arterial roadway affects both safety and capacity. Accident data shows that accident rates on an <br /> . arterial street increase as the number of access points inCrease. Therefore. limiting access will help <br /> to reduce accidents on an arterial roadway. The accident data also shows that arterial streets with <br /> separate turn lanes have lower accident rates than arterial streets without turn lanes. Turn lanes also <br /> .. help to increase the capacity of the roadway by getting turning traffic out of the through lanes. <br /> Based on the above information and general guidelines established in other studies the desired access <br /> II spacing on Highway 96 is as follows: <br /> Minimum spacing between signalized intersections, Y:, Mile <br /> II Minimum spacing between full access intersections - 1/4 Mile <br /> II Minimum spacing between right,in and right-out access - 1/8 Mile <br /> -- It is acknowledged that this spacing is not feasible in many locations with the current land uses. On <br /> the other hand it is a standard which should be strived for wherever possible. In some areas it may <br /> be necessary to plan for a change in land.tises where the existing land uses (such as single family <br /> II residential) is inconsistent with the function of Highway 96. Single family residential is one of the <br /> least compatible land uses along an arterial such as Highway 96 because of the need for frequent <br /> access and because they are the most sensitive to the noise created by tra'ffi~ using the arterial. In <br /> II addition the frequent access needed by these land uses make it extremely difficult to mitigate the <br /> noise impacts of the arterial. <br /> - SIGNAL LOCATION CRITERIA <br /> - Traffic Signals are a commonly used traffic control device at the intersection of two more important <br /> roadways. However, traffic signals are not the best traffic control device at every location. If used <br /> incorrectly traffic signals can increase delay and accidents. Therefore traffic engineers have <br /> , developed warrants that help to identify where the use of traffic signals are appropriate. These traffic <br /> signal warrants are documented in the Manual on Uniform Traffic Control Devices. <br /> 111 Warrants for Traffic Si!!nal Installation <br /> The Minnesota Manual on Uniform Traffic Control Devices states; "Traffic control signals should <br /> III not be installed unless one or more of the signal warrants in this Manual are met. The satisfaction <br /> of a warrant or warrants is not in itself justification for a signal." <br /> ,- - <br /> There are II signal warrants identified in the Mirinesota Manual on Uniform Traffic Control <br /> , 36 <br /> '~~'.. <br /> '^',; <br />