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._--_.---~-.~~-~~==O_".<:._._•.•__•~._••_••_ <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions I &2,as amended for use in CalifornIa)Page 1!17 <br />r'D .rChs-'!F 1(CA)~aDe 6 -10 .Maximum :iDaCmQ O'anne IZlng'elllces <br />Speed Maximum Channelizing Devices Spacing <br />{mph)Taper'tangent Conflict"(feet)(feet)(feet) <br />20 20 40 10 <br />25 25 50 12 <br />30 30 60 15 <br />35 35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25 <br />55 50 100 25 <br />60 50 100 25 <br />65 50 100 25 <br />70 50 100 25 <br />75 50 100 25 <br />,Maximum channelizing device spacing for all speeds on one-Iane/two-way tapers is20feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />All other tapers are as shown. <br />••Use on intermediate and short-term projects for taper and tangent sections where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices, <br />Chapter 6F -Temporary TraffIc Control Zone Devices <br />Part 6 -Temporary Traffic Control November 7,2014