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Califonila MUTCD 2014 E dWon ?aga 1117 <br />(1-D WA's MU T CD 2009 Edition, including Revisions t & 2, as amended for use in California) <br />Table 6F-101 (CAI. Maximilm Sriarinri of Channaiiiinn naarirac <br />Speed <br />(mph) <br />Maximum Channelizing Devices Spacing <br />Taper` <br />(feet(feet) <br />Tangent <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 channelizing device spacing for a@ speeds on one-laneAwo-way tapers is <br />20 feet. <br />Maximum channetizing device spacing for all speeds on downstream tapers is 20 <br />feet. <br />AU other tapers are as shown. <br />" Use on intermediate and short -tern projects for taper and tangent secfians where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices. <br />Chapter OF - Temporary Traffic Control Zone Devices November 7, 2014 <br />Part 6 - Temporary Traffic Control <br />