Laserfiche WebLink
California MUTCD 2014 Edition Page 1117 <br />(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) <br />Tnhla hF-1o1(r.A) Maximum SnaCin❑ of Channelizina Devices <br />Speed <br />(mph) <br />Maximum Channeiizing Devices Spacing <br />Taper` <br />Leet) <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 />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 J. <br />100 <br />25 <br />75 <br />50 <br />1 100 <br />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 sect) where <br />there are no pavement markings or where there is a conflict between existing <br />pavement markings and channelizing devices. <br />Chapter 6F - Temporary Traffic Control Zone Devices November 7, 2014 <br />Pat 6 - Temporary Traffic Control <br />