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--~--~-"..--_.---.._---_.- <br />~... <br />,. <br />California MUTCD 2014 Edition <br />(FHWA's MUTeD 2009 Edition,includingRevisions 1 &2,as amended for use in California)Page 1117 <br />r .fehT'i f 1 (CA),ma6.01 '.11,ja)(Jmmn ::;pacli1~a anne IZIi1(j DeVices <br />Speed Maximum Channelizing Devices Spacing <br />(mph)Taper'!Tangent Conflict"(feel)(feet)(feel)--20 20 40 10 <br />25 25 50 .12 <br />30 30 60 15 <br />35 I 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 J755010025 <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 20feet. <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 connie!between existingpavementmarkingsandchannelizingdevices... <br />[I <br />J <br />iJ <br />Chapter 6F -Temporary Traffic Control Zone DevicesPart6-Temporary Traffic Control November7.2014