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California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions 1 &2,as amended for use in Caiifornia)Page 1117 <br />r'D 'rChs(C )Tab e 6F-101 A ,MaJwTIum SOaCll1CIO'anne IZlI1g eVlces <br />Speed Maximum Channelizing Devices Spacing <br />(mph)Taper'Tangent Conflict"(feel)(feet)(feet) <br />20 20 40 B25255012 <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 --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 one-Iane!two-way tapers is .20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20feet. <br />All other tapers areas 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 />I <br />~ <br />(I <br />n <br />Chapter 6F -Temporary Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Control November 7,2014 <br />D <br />D <br />m