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Callfonua MU T CD 2014 Edition 'age 1717 <br />(Fra-6VA's MUTCD 2006 Edition, including Revisions I & 2, as amended for use in California) <br />Table 61F-1011CA). Maximum. rina of rhannal[Ann nairirac <br />Speed <br />(mph) <br />Maximum Channerizing Devices Spacing <br />Taper° <br />(feet) <br />Tangent <br />feet <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 />10D <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 an speeds on one•iane6wio-way tapers is <br />20 feet. <br />Maximum channerizing device spacing for an speeds on downstream taps is 20 <br />feet. <br />A8 ocher tapers are as shown. <br />Use on intermediate and short-term prgects for taper and tangent sectipns where <br />there are no pavement markings or where there is a conflict betiveen existing <br />pavement markings and channelizing devices. <br />Chapter 6F — Temporary Raffic Control Zone Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />