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California MUTCD 2014 Edition Page 1117 <br /> (FHWA's MUTCD 2009 Edition,including Revisions l &2,as amended for use in California) <br /> Table 6F-101(CA). Maximum Spacing of Channelizing Devices <br /> Speed Maximum Channelizing Devices Spacing <br /> (mph) Taper* Tangent Conflict** <br /> feet Tfeet feet <br /> 20 20 40 10 <br /> Murray Street 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 1 100 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 /> 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 November 7,2014 <br /> Part 6—Temporary Traffic Control <br />