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MULTIWAY STOP SIGNS <br />The `ilultiwav Stop" instal latlotn, is useful as a safety measure at <br />Scnmt2 location ?;. It shor.iici rrdirnari.Iy used :-,:niy .ehe. -e t•,he <br />`OIUMEI Of traffic On the inter=E:cti:':; co6dis Is 3i }p O:'•r:r i.F31y <br />eQ,aI . A. traf-fic contro - _ igra 1 is r-,:)<? s,a : 1 .. z:: tort' f V: sri <br />intersection with a heavy voluiiie of -.'affic. <br />?'1'�• of the Oi tC?r•J1nC) �`:�nc!i tioos ma' :irt ant`, a ''1:.1isiw v DP <br />.:`ista: 1 at ioin (ser_ 25 -4 ? . <br />Where 'tY ":17f 1c signals; are W.3rrai�i� and 1rger.tiy i!=E deCj, the <br />inuitlwav stop is an interim meas.ure that can be iilSi:al Ied <br />quickly to control traffic whi lr- arrangements are being <br />made for the signal installation. <br />An accident problem, as indic l.ed ry five or more reported <br />accidents of a type susceptible of correction by a mul t iway <br />stop installation in a 12 -month period. Such accidents <br />include right- and left-turn call isioins as Wei I a•a <br />right -any le coIIislons. <br />3. Minimum traffic volumes: <br />(a) The total vehicular volume entering the intersection <br />from all approaches must average at least 500 vehicles <br />per hour for any 8 hours of an average day, and <br />(b? The combined vehicular and pedestrian volume from the <br />minor street or highway must average at least cc ^00 units <br />per hour for the same 8 hours, with an average delay <br />to minor street vehicular traf-ic of at least 30 seconds <br />per vehicle during the maximum hour, but <br />(=) When the 85- percentile approach speed of* the major <br />street traffic exceeds 40 rii ies per hour =, the minimum <br />vtii;cui.ar volume warrant is 70 percent of the above <br />,-qqu i rements . <br />The ab..:ve warrants may be used in. dct_r:-nining the of <br />.a multi -Jay stop based on' minimum tr-a'fic volurres. <br />"Texas Manual on Uniform Traffic Control Devices" -State Department <br />of Highways and Public Transportation <br />