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� Stop S�n Warrant Anal sis (Arona 1) DATE: Ju1�20,�QQ4 �ReRQrt b�: DebraBloom � Intersection Location � Current Conditions: Coun Road C-2/ Arona Street 4 wa intersection Arona Street N/S thru street �QUntv RQad �-2�- Thru Str��t MM[JTCD (2B-5) Warrants for Stop Sign: Because the STOP sign causes a substantial inconvenience to motorists, it shouldbe used only where warranted. A STOP sign may be warranted at an intersection where one or more of the following conditions exist: Do any of the following conditions exist at this intersection: Intersection of a less importantroad with a main road where application of the normal Right-of-way rule is unduly hazardous. Street entering a through highway or street. - i -- ❑, Unsignalized intersection in a signalized area. 0�th�t in��rr*�ti4na *fi�r� z��ne�QO �FhiP�, spr�d re�tri�bcd �ri�x, �od aenous ac�ider�t racord �nd«aie.s a nred t�caotro] bytfi� �'IO� s�gn. Comments Stop sign on Arona N& S already exists. Traff ic on C-21900, Aronaproposed ai 328 ADT. C-2 is th� �yr�i�z rp�� Stop sign on Arona N c$ S already exists. County RQ�d � 2 �ss thrr� ��r�� �f�! MM[JTCD (2B-� Multiway Stop Signs The "Multiway Stop" installation is useful as a safety measure at some locations. It should ordinarily be used only where the volume of traffic on the intersecting roads is approximately equal. A traffic control signal is more satisfactoryfor an intersection with a heavy volume of traffic. Any of the following conditions may warrant a multiway STOP sign installation: Do any of the following conditions exist at this intersection: ❑ Where traffic signals are warranted and urgently needed, the multiway stop is Tra�c signal is not warranted an interimmeasure that can be installed quickly to controltraffic while arrangements are being made for the signal installation. ❑ An accident problem, as indicated by five or more reported accidents of a typa N�`� susceptible of correction by a multiway stop installation in a 12-monthperiod. Such accidents include right- and left-turn collisions as well as right-angle collisions. Minimum traffic volumes: ❑(a) The total vehicular volume entering the intersection from all approaches � Arona does not meet this warran� must average at least 500 vehicles per hour for any 8 hours of an average day, and � (b) The combined vehicular and pedestrian volume from the minor street or � Arona as the minor street does not meet this highway must average at least 200 units per hour for the same 8 hours, with an warrant. average delay to minor streetvehicular traffic of at least 30 seconds per vehicla � during the maximum hour, but 0 �(c) When the 85-percentile approach speed of the major street traffic exceeds j ADT isproposed, no speed information available. I40 miles per hour, the minimum vehicular volume warrant is 70 percent of the above requirements. Conclusion: At this time this intersection does not wa�rant the installation aE an all-way stop sign.