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4.2. SR 10-04-1993
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4.2. SR 10-04-1993
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10/4/1993
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<br />e <br /> <br />.op is not necessary at all times. Periodic reviews of existing installations <br />may be desirable to determine whether, because of changed conditions, <br />the use of less restrictive control or no control could accommodate traffic <br />demands safely and more effectively. <br />STOP signs should never be used on the through roadways of <br />expressways. Properly designed expressway interchanges provide for the <br />continuous flow of traffic, making STOP signs unnessary even on the <br />entering roadways. Where at-grade intersections are temporarily justified <br />for local traffic in sparsely populated areas, STOP signs should be used on <br />the entering roadways to protect the through traffic. STOP signs may also <br />be required at the end of diverging roadways at the intersection with other <br />highways not designed as expressways. In most of these cases, the speeds <br />will not warrant any great increase in the sign sizes. <br />STOP signs shall not be erected at intersections where traffic control <br />signals are operating. The conflicting commands of two types of control <br />devices are confusing. If traffic is required to stop when the operation of <br />the stop-and-go signals is not warranted, the signals should be put on <br />flashing operation with the red flashing light facing the traffic that must. <br />stop. <br />Where two main highways intersect, the STOP sign or signs should <br />,ormally be posted on the minor street to stop the lesser flow of traffic. <br />... 'raffic engineering studies, however, may justify a decision to install a <br />STOP sign or signs on the major street, as at a three-way intersection <br />where safety considerations may justify stopping the greater flow of <br />traffic to permit a left-turning movement. <br />STOP signs may be used at selected railroad-highway grade crossings <br />only after their need has been determined by a detailed traffic eng~neering <br />study. Use of the STOP sign at railroad-highway grade crossings is <br />described in Section 8B-9. <br />Portable or part-time STOP signs shall not be used except for <br />emergency purposes. Also, STOP signs should not be used for speed' <br />control~" <br /> <br />e <br /> <br />e <br /> <br />2B-6 Multiway Stop Signs.: <br />The "Multiway Stop" installation is useful as a safety measure at some <br />locations. It should ordinarily be used only where the volume of traffic on <br />the intersecting roads is approximately equal. A traffic control signal is <br />more satisfactory for an intersection with a heavy volume of traffic. <br />Any of the following conditions may warrant a multi way STOP sign <br />installation (sec. 2B-4): <br /> <br />1. Where traffic signals are warranted and urgently needed, the <br />.ultiway stop is an interim measure that can be installed quickly to <br />control traffic while arrangements are being made for the signal <br />installation. <br /> <br />28-3 <br /> <br />Rev. 9/84 <br /> <br />11-48 (c) <br />Rev. 3 <br /> <br />VIII-5 (c) <br />Rev. 2 <br /> <br />v <br />
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