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California NiU T CD 2014 Edition <br /> (FHWA's MUTCD 2009 Edition,including revisions 1 &2,as amended for use in California) Page 111.7 <br /> Table 6F-101(CA). Maxii u�i III spacing of an� Ielizin devices <br /> Speed Maximum Channelizing Devices Spacing <br /> (mph) Taper' Tangent Conflict <br /> (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 ane-lane/two-way tapers is <br /> 20 feet. I <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 <br />