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California MUTCD 2014 Edition Page 1117 <br />(FHWA's MUTCD 2009 Edition, including Revisions 1& 2, as amendedfor use in California) <br />T2hhq &,P_insfrA1 Mavirmwn S Winn of Channeliaina Devices <br />(�) <br />Ra)dmm Channelizing Devices Spacing <br />TaSpeed <br />Tangent <br />eet) <br />CoMfct" <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 />40 <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 channer¢ing device spacing for all speeds on one-lanellwo-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 marldngs and channerizing devices. <br />I <br />— Temporary 15zffic Control Zone Devices November 7, 2014 <br />,orary`Traffic Control <br />