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Page 1117 <br />California MUTCD 2014 Edition <br />(FHWA,s MUTCD 2oo9 Edition, including Revisions 1 & 2, as amended for use in California) <br />Table 6F-1 01 (CA)Maximum Spacing of Channelizing Devices <br />Maximum Channelizing Devices Spacing <br />Speed Taper* Tangent=Co(nflidt**(mph) (feet) (feet <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 />50 100 25 <br />7a <br />75 50 100 25 <br />* Maximum channelizing device spacing for all speeds on one-laneltwo-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 sectio3ls where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices. <br />November 7, 2014 <br />Chapter 6F - Temporary Traffic Control Zone Devices <br />Part 6 - Temporary Traffic Control <br />