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California MUTCD 2014 Edition <br />(FHAVA's MUTCD 2009 Edition, including Revisions 1 « 2, as amended for use A California) <br />Table 6F-101 (CA). Maximum Spacing of Channelizino Devices <br />I Speed <br />(mph) <br />Maximum Channelizing Devices Spacing <br />Taper` Tangent Conflict" <br />(feet) (fPetl /feed <br />20 <br />20 <br />40 <br />10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />15 <br />35 <br />35 <br />70 <br />17 <br />40 <br />40 <br />80 <br />20 <br />45 <br />45 <br />90 <br />22 <br />50 <br />50 <br />100 <br />25 <br />55 <br />50 <br />100 <br />25 <br />60 <br />50 <br />100 <br />25 <br />65 <br />50 <br />100 <br />25 <br />70 <br />50 <br />100 <br />25 <br />75 <br />50 <br />100 <br />25 <br />` Maximum channelizing device spacing for all speeds on one-laneeft- mllay 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 sectitms where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices. <br />?age 1117 <br />Chapter 6F - Temponmy Traffic Cmtlral Zone Devices November 7, 2014 <br />Part 6 - Temporary Traffic Control <br />