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California MU T CD 2014 Edition Page 1117 <br />(F--HWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) <br />Table 6F-1011CA1_ Maximum Snarinn of rhnnnariAnn dorm nc <br />Speed <br />(mph) <br />Maximum Channelizing Devices Spacing <br />Taper° <br />(feet) <br />Tangent <br />ee <br />Conflict" <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 channerving device spacing for al speeds on one-laneA wo-wray tapers is <br />20 feet. <br />Maximum channelizing device spacing for al speeds on downstream tapers is 20 <br />feet. <br />M 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 channekizing devices. <br />Chapter GF - Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 - Temporary Traffic Control <br />