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California MUTCD 2014 Edition Page 1117 <br />(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use In California) <br />Table 6F-101 (CA). Maximum Spacing of Channelizing Devices <br />Speed <br />Maximum Channelizing Devices Spacing <br />25 <br />25 50 12 <br />30 <br />30 60 15 <br />35 <br />35 70 17 <br />40 <br />40 80 20 <br />45 <br />45 90 22 <br />50 <br />50 100 25 <br />55 <br />50 100 25 <br />60 <br />50 100 25 <br />65 <br />50 100 25 <br />70 <br />50 100 25 <br />75 <br />50 100 25 <br />' Maximum channelizing device spacing for all speeds on one-lane/two-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20 <br />feel. <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 OF -Temporary Traffic Cantrol Zone Devices November 7, 2014 <br />Part 6 - Temporary Traffic Control <br />