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CafifoniiaMUTCD 2014-MRjon ?age 1117 <br />(-ORMA's AQU T CD 2009 Edition, including Revisions 1 « 2, as amended for use in California) <br />Table 6F-101(CA). Maximum Snarinn of ChnnnaliAnn nAtrirnc <br />Speed Maximum Channelizing Devices Spacing <br />(mph) Taper' Tangent Conflict" <br />(feet) gtO feet) <br />20 20 <br />40 <br />10 <br />25 25 <br />50 <br />12 <br />30 30 <br />60 <br />15 <br />35 35 <br />70 <br />17 <br />40 40 <br />80 <br />20 <br />45 45 <br />90 <br />22 <br />50 50 <br />100 <br />25 <br />55 50 <br />100 <br />25 <br />60 50 <br />100 <br />25 <br />65 50 <br />100 <br />25 <br />70 50 <br />100 <br />25 <br />75 50 <br />100 <br />25 <br />Maximum channef¢ing device spacing for all speeds on one-IaneAwo-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />AN 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 OF — TemporaryTraffic Control Zone Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />