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..-._--_.-----_.__._..._--_.---..-._-_.-._- <br />California MUTCD 2014 Edition <br />(FHWA 's MUTCD 2009 Edition,including Revisions I &2,as amended for use in California)Page 1117 <br />Table 6F-101(CA).Ma)(imum SoaciilCj 01Channelizing DevicesI,[J:Speed MaJ(imum Channelizing Devices Spacing <br />(mph)Taper'Tangent Conflict'" <br />(feel)(feet)(feel) <br />20 20 40 10 <br />25 25 50 12 <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 <br />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 <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 connict between existing <br />pavement markings and channelizing devices. <br />Chapter 6F -Temporary Traffic Control Zone DevicesPart6-Temnnr;:mr TrClffi('r.nnirnl <br />November 7,2014 <br />IJ <br />[j <br />8 <br />D <br />I <br />II