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California MUTCD 2014 tEdiLd n I 1117 <br />i�F� WA's MU T CD 2009 Edition, including Revisions 1 c°�.c 7, as amended for use in California) <br />Table 6F-101 (CA). Maximum �innrinq of (�hnnnali7inn F)airirac <br />Speed <br />(mph) <br />Maximum Channelizing Devices Spacing <br />Taper* <br />(feet) <br />Tangent <br />(feet) <br />Confilct*° <br />(feet) <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 -lance -way tapes is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tags is 20 <br />feet. <br />All other tapers are as shown. <br />Use on intermediate and short-term projects for taper and tangent secfim5 mere <br />there are no pavement markings or where there is a conMa trete existing <br />pavement markings and channelizing devices. <br />Chapter OF - Temporay T raffic Control Zone Devices November 7, 2014 <br />Part 6 - Temporary Traffic Control <br />